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Home My WebLink About24792 PE-1504B ~ 0 . ~ ~ efl i - O ; f o • A ~ i ~ GOVNTY ENGIN~RS ~Q pFF{Ctat. PUBLIC OOCUMENT oaiaINA. . "AS-BUILTS" . CERTIFIED RECORD ORAININGS PRQJECT DATE ACCEPTED: ENG „r1S-Bullts„ pOwner p cant PE-1504B '85 Susan Murphy HANSON CENTER EAST 12-25-44 T&RDate Prelim. Revicw 04/06/1999 Hearing Date 45132. N. 190, E. SULLIVAN Lg Lots No ! 24 LOTS - 66.64 ACRES (ENGINEER'S DEPT) - Plat File- , • - ~ 40 ~a . - ~ I • . / 4wrl 9,W.14 NORTHWEST - SOILS, TESTING & INSPECTlON July 17, 2002 Project No. C-70-S000194 Spokane County Engineers Office 1026 W. Broadway Spokane, WA 99260-0170 Attn: Mr. Randy Stronks Re: Hanson Center East Construction Certification Package Dear Randy, Please find the following information which is intended to be used by you in the certification and acceptance process for Hanson Center East. 1. A three-ring bound set of inspection and testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. A. Correspondence B. Test Reports C. Daily Reports 2. A set of original mylar drawings and two bond copies stamped "Record Drawing." It should be understood that this submittal provides certification for the initially constructed items associated with this project. This certification only implies that the items shown were substantially built as designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the warranties implied within their bonding documents. Should you have any questions or comments related directly to the certification package submitted please do not hesitate to call. Si cerely, T. ~E s S Nort Q~ c y ~ "I have reviewed fhe consfruction and to my ~ knowledge find it to be Paul T. N 011, P.E. in substantial ~ 37228 ASSOCIate conformance with the approved certified plans and Standard Cc: Bob Boyle, Hanson Industries Specifications except as CLC file noted." STI file t EXPIRE3: 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 o Fax (509) 534-9755 A Division of CLC Associates Inc. t r . U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUM13ERS I HYDROMETER ~ 6 4 3 2 1. 1 3/4 M3!8 3 4 6 810 1416 20 30 40 50 60 100 140200 100' ~C - - vv 90 - - V~ I I e C Q~J ~ so - - 75 - - , - I ~ 70 ; - - , ; ~ 65 - - ; - ; 'y 60 - - ~ 55 m ~ W 50 { --i'---- Z ; ~ ~ - - Z 1 ~ V 40 - - a - 35 - , - - - ; ~ : 3p - ' ; - ~ ~ , ~ 25 ; ; 20 15 --T---- ' ~ -+-r--- ~ 10 --i---- i -----j-- , , ; 5 ~ 0 - - ' - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine I coarse I medium I flne Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 658 1.0 ~ ACP Class E- Poe Asphatt/Post Falls Pit 14.31 153.65 ICNI L Limit E 1.0 ( • ~ ~ 1 11.60 129.88 U Limit E 1.0 ~ • ~ ~ ~ ~ 1.33 ~ 67.34 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravei I °loSand ~%Siit I %Clay • 1 658 1.0 1 25.4 ~ 6.867 I 1.945 ~ 0.128 1 48.2 1 43.7 1 8.1 o m ~ L Limit E 1.0 ( 31.75 ~ 12.7 ~ 2.94 ~ 0.425 ~ 63.8 ~ 34.2 ~ 2.0 U Limit E 1.0 ~ 31.75 ~ 5.717 0.804 ~ 0.085 ~ 43.5 ~ 47.5 ~ 9.0 ~ GRAIN SIZE DISTRIBUTION ~ a Project: Hanson Center East Location: Indiana STA 172+00 16' Rt. NORTHWEST Number: c-70-S000194 ~ ~ r i LABORATORY REPORT PROJECT: AS'>Y NORTHWEST PROJECT NUMBER: *3628 EAST FERRY TEST NAME SPOKANE, WA 99202 ASTM C 1361AASHTO T 27 S~ (509)534-9711 fax (509)534-9755 WSDOT 9-03.8(6) r~ LOCATION I~ d SAMPLE LOG # DATE PREWASH PdS J . TWASH TARE L.D. TARE I.D. WE T+ TARE DRY + TARE ~ 33 s' 0 DRY + TARE TARE `7 a (A ~ WATER . DRY SOII TARE WASHOUT WT. % DRY SOIL MOISTURE CONTENT TOTAL WEIGHT ACP~Class 3/4'+ 3/4'-WET 3/4'-DRY E FACTOR SIEVE WEIGHT RETAINED CUMULATIVE %pqSSING SPECIFICATION 1 WEIGHT . 1 1/4' (31.75 mm) ~ 100% 1' (25.4 mm) 90-100 % ~ ~ . . 5/8' <15.9 mm) 67-86 % 112' (12.7 mm) 60-80 % 1/4' (6.35 mm) 40-62 % N0. 10 (2.0 mm) 25-40 % N0. 40 (0.425 mm) 10-23 % N0. 200 (0.075 mm) 180,q 2_9 ~ PAN •c j~~ APAN & ~ WASHQUT ~ SAMPLED BY: t~ TESTED BY:CHECKED BY: REVIEWED BY: 0ASTIV.AB\F0RMS\ACl''v.1.0 5/0I LABORATORY REPORT -~'R07ECT: h~A/YSot/ ~vi/~ NORTHWEST PROJECT NUMBER:c-~u • s~) 94 628 EAST FERRY ASPHALT CONTENT .POKANE, wA 99202 IGIVITIONMETHUD 509)534-9711 fax (509)534-9755 FIELD REPORT ~Vb. DATE s ~ SAMPLE LOG #45N TYPE OF ACP m D c T U R E (circle) A B D&F G A B D E F G A B D E F G DATE / TIlVIE OF SAMPLING 61W01 l 12 S l l METHOD / LOCATION' r ~ t~~cD1•~a o,1G' ~ ~iz~AO~- s rA 1744w PLANT NAME / No. TRUCK No. FIELD TEMP.(°F) AiR TEMP.(°F) 79 ° F t TOTAI: TONS 4h S 4cu-) 923 , - MASS OF SAMPLE AND TARE (before test) (g) MASS OF TARE (g) M~ 'qS OF ASPHALT (g) 3c) j$5/ CAi,IBRATION FACTOR % , O 2 MASS OF SAMPLE AND TARE (after twt) (g) MASS OF AGGREGATE (g) 2$ 5-3 , WEIGHT LOSS (g) PERCENT LOSS BI'TMJMEN R.ATIO CALI$RATED A5PHALT 5 , ~ 3 CONfTENT BITUMEN SPECIFICATION F 1-GRAB or COMPOSITE, TRUCK or SPREADER. NOTES: . ~ SAMPLED BY: 7.-:5;-, TESTED BY: G,AAW CHECKED BY: REVIEWED BY: WSTnWABOV.ABIFORINS\AC'TESTO 1 v.1.0 - 4/00 \ jFTAF NORTHWEST ASPHALT RICE DENSITY TEST ASTM D 2041 / AASHTO T 209 DATE PROJECT NAME PROJECT rT[JMBER TYPE OF MIXTURE SIZE OF SAMPLE TTLJMBER OF SAMPLES TYPE OF CONTAINER _(circle one TYPE A,B,C,D,E, or F) TYPE OF PROCEDURE (circle one WEIGHT IN WATER, WEIGHT IN AIR) A MASS OF SAMPLE, g. Z~~~• lP $ MASS OF CONTAINER, g. Z, Z 11, ~ C MASS OF COVER, g. D MASS OF CONTAINER + COVER + WATER (FULL), g. "j q 5-7, 2 E MASS OF CONTAINER + SAMPLE + WATER, g. 3 F ' VOLUME OF CONTAINER, cm3 / W. / G VOLUME OF SAMPLE, cm3 / ft. ' / . H DENSITY OF SAMPLE, cm' / ft3. [A/(A+D-E)] ~.11a I / 15y . S TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction nceded. See ASTM. V(SLUME OF CONTAINER = DENSITY IN PCF (ft) = DENSITY AT cm' x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm3 / ft' NOTES: TESTED BY: C-,NW CHECKED BY: REVIEWED BY: o:uWoxMs , . ~ U.S. SIEVE OPENING IN INCIiES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 1/2 318 3 4 6 810 1416 20 30 40 50 60 100 140 200 100 - AG - - T- TJ [1A - ~J 1 Q C - - 80 - - 75 ' - - . ; 70 ' - - I, 65 ' • - - - H 60 - - T - - - --7- 55 --T---- ~ m ~ W 50 - Z U- ~ Z - - W ~ /~n - - T/ a 35 - - ~ 30 ' - - ~ ; 25 ' - - , 20 --T---- \ \ 15 --T---- ~ ~ \ 10 --f---- -----L- , 5 - 0 ' 100 10 1 0.1 0.01 0.001 GRAlN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I flne ( coarse I medium I fine Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 687 1.0 ~ ACP Class A- Poe Asphaft 3.78 56.03 m I L Limit A 1.0 1 1.66 120.53 AI U Limit A 1.0 ~ • ~ ~ ~ 1.33 ~ 36.87 Spedmen Identification ~ D100 ~ DSO ~ D30 ~ D10 ~%Gravel ~ %Sand %Silt I %Clay •1 687 1.0 19.1 4.959 1.288 ~ 0.088 ~ 41.2 ~ 49.7 ~ 9.1 ~ m ~ L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ~A ~ U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 ~ GRAIN SIZE DISTRIBUTION Q Project: Hanson Center East ~ Location: lndiana Ave. STA 184+00 ~ JWTff NORTHWEST Number: c-70-S000194 ~ ~ . . LABORATURY REPORT PROJECI': S~Y NORTHWEST TEST NAME PROJECT NUMBER: 3628 EAST FERRY ASTM C 136'1AASHTO T 27 C'~~ -,56nt-5~ ~ y SPOKANE, WA 99202 (509)534-9711 fax (509)534-9755 WSDOT 9-03.8(6) LOCATION.J~d;eu,Q IA;Lf-4-6j~> SAMPLE LOG #0'7 DATE '7 - 3 l- o/ . PREWASH TARE I.D. TARE I.D. POSTWASH WET + TARE DRY + TARE DRY + TARE TARE VATER DRY SOII I q• v TARE WASHOUT WT. _1 b3.D fv, ~3S j DRY 'SOIL MOISTURE CCINTENT TOTAL WEIGHT ACP~Class A 3/41+ 3/4'-WET 3/4'-DRY . FACTOR ' S[EVE WEIGHT RETAJNED CUMULATIVE ~~GHT 96PaSSING SPECiFICATION 3/4' C19.1 mm) 100% 1/2• c12.7 mm) 29.6 90-100 i 3/8' (9.5 Mm) 75-90 % 1/4' (6.35 mm) 3 Zq'~ tf55-75 % . N0. 10 (2.0 mm) 30-42 % . N0. 40 C0.425 MM> 2- 1-~3. 3 11-24 % N0. 200 (0.075 mm) 3-7 % PAN . ` PAN 8r WASMOUT , SAMPLED gy: ff TESTED BY: C-JkW CHECKED BY: REVIEWED BY• pA.S'i'[\LABIFORMS\ACP v.1.0 5101 LABORATQRY REPORT PROTECT: S~ NORTHWEST ASPHALT CONTENT PROJECT NUMBER: . 628 EAST FERRY POKANE, WA 99202 IGMTION,METHOD C -20 ~ S cnb pq- i-l 509)534-9711 fax (509)534-9755 FIELD REPORT No. DATE 7-Zfo--c.)► SAWLE LOG 9 ~ 1 ' Y P E OF ACP MDffURE (circle) ~ D E F G A B D E F G A B D. E F G DATE / TINiE OF SAMPLING _74--d 1 l?~ qS-a.~- METHOD / LOCATION ' / /$y + a0 PLANT NAME / No. -PQe . Asp~~\ 1- TRUCK No. ~ (P FIELU TEMP.(°F) 2?& P7 AIR TEMP.(°F) (pS ° ir-' TOTAL TONS 1356 . MASS OF SAWLE AND TARE (before test) (g) fi1 c~ 3 3,1.10 MASS OF TARE (g) A}~'-° ~ OF ASP~~'. 7(e . : . . . ~ A 3RA►TIO14 F*CTOR % !5 • oZ MASS OF SAWLE AND TARE (after t:est) (g) ~ . 59y$ . 7 r MASS OF AGGREGATE (g) wExGHr Loss (g) PERCENT LOSS CQ ZI . BITUMEN RATIO ~ .SZ CALIBR.ATED ASPHALT CorrrErrr BI'TU1VEN SPECIFICATION 1 r r - 1-GRAB or COMPOSITE, TRUCK or SPREADER - NOTES: . ~ SAMPLED BY: TESTED BY: CHECKED BY: jLty- REVIEWED BY:47~ O:\STnWABOV..AB\F- ()wWCTEST01 v.1.0 - 4100 . . ' ~ : NORTHWEST ASPHALT RICE DENSITY TEST ASTM D 2041 / AASHTO T 209 DATE 8- ! -o i . . PROJECT NAME PROJECT NUMBER C--76-'3&-V771 TYPE OF MIx:TURE A SIZE OF SAMPLE &v NIJIVBER OF SA1VII'LES TYPE OF CONTAINER _(circle one TYPE A,B,C,D r F) TYPE OF PROCEDURE_(circle one WEIGHT IN WATER, IGHT IN ) A MASS OF SAMPLE, g. /9c.1 3,~ $ MASS OF CONTAINER, g. S • C MASS OF COVER, g. ~ D MASS OF CONTAINER + COVER + WATER (FULL), g. 7MS'7 . 2 ' E MASS OF CONTAINER + SAMPLE + WATER, g. F VOLUME OF CONTAINER, cm3 / W. / G VOLUME OF SAMPLE, an' / ft. / H DENSITY OF SAMPLE, cm' / ft3. [A1(A+D-E)] 2, N Nq lIT-Z. Y y r TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction needed. See ASTM. VOLUME OF CONTAINER = DENSITY IN PCF (ft) = DENSITY AT cm3 x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm3 / ft' . NOTES: TESTED BY. . CM laJ CHECKED BY. . REVIEWED BY. . ~ & oAsrnFORrs ' 7 T f U.S. SIEVE OPENING lN INCHES I U.S. SIEVE NUMBERS I HYDROAAETER 6 4 3 2 1~ 1~4 1/2~ 3 4 6 810 1416 ZO 30 ~ 5060 1001~200 100 [SC ~ TJ ~ i i ~ 90 i j~~ - ~rv ~ ~in - I vv 75 - - - - ~ - ; ~ TO - - - ; ; ~ T ~ 65 - ' - - y ~ ~ 60 ~ } 5, ' = / - - m ~ lx W rjQ --t---- : --t---- Z F... d~1 - - Z T/ ~ W 41- V 40 , , ' ~ ~ - ~ , - W ~ ~ a ' ; 35 ; 30 ' 25 20 15 --T---- i - \ ~ --T---- . \ \ 10 ~ -----i- ' ~--J 5 --i---- ; 0,-- - ' - - ' 100 ~ 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVF-L ~ SAND SILT OR CLAY coarse I fine I coarse I rnedium I fcne Speamen Identification ~ Description of Matetial ~ LL ~ PL I PI ~ Cc I Cu 1 657 1.0 ~ ACP Class E- Pce AsphaWPost Falls Pit 1 14.22 48.53 Q! I L Limit E 1.0 1 11.60 129.88 AI U Limit E 1.0 ( • ~ ~ ~ 11.33 167.34 1 1 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel I %Sand ~%Sift I °r6Clay • 1 657 1.0 1 31.75 1 5.362 1 1.581 1 0.11 1 43.4 1 48.2 1 8.5 o m I L Limit E 1.0 31.75 ~ 12.7 ~ 2.94 ~ 0.425 ~ 63.8 ~ 34.2 ~ 2.0 l U Limit E 1.0 ~ 31.75 ~ 5.717 ~ 0.804 ~ 0.085 ~ 43.5 ~ 47.5 ~ 9.0 ~ I I I I I I I I GRAIN SIZE DISTRIBUTION a ~ ~ Project: Hanson Center East ~ Location: Indiana STA 180+00 16' Rt. ~ JFrJ NORTHWEST Number: C-70-SO00194 ~ y~ . . . LABORATORY REPORT PRO.iECT: ~ ~~77NORTHWEST TEST NAME PROJECT NUMBER: '3628 EAST FERRY ASTM C 1361AASHT0 T 27 C--70- Sc~~? Y SPOKANE, WA 99202 (509)534-9711 fax (509)534-9755 WSDOT 9-03.8~6~ ~ LOCATION SAMPLE LOG #~r? DATE 61 PREWASH POSTWASH TARE I.D. TARE I.D. WET + TARE DRY + TARE 3y V~ ~ y DRY + TARE TARE I4 Z.7 WATER DRY SOI! Zto 57.1 TARE . WASHOUT WT. 2' 3 9' y 83 % DRY SOIL MOISTURE CONTENT TOTAL WEIGHT ACP~Class E 3/4'+ 3/4'-WET 3/4'-DRY FACTOR SIEVE WEIGHT RETA(NED CUMULATIVE %pASSING SPEC(FICATION 1 WEIGHT . 1 1/4' (31.75 mm) ~ 100% 1' <25.4 mm) s, 1 90-100 V. l ~ 1. 5/8' (15.9 mm) y3~Z 67-86 % 112' (12.7 mm) 33 60-80 % 1/4' (6.35 mm) 40-62 % N0. 10 (2.0 mm) Iq Zq, Z 25-40 % N0. 40 (0.425 mm) 10-23 % rvo. zoo (0.075 mm) jg 8, g 2_9 , PAN . . PAN & YA I$~U T , , SAMPLED BY: ( T TESTED BY: CAW CHECKED BY: REVIEWED BY: OA.STN..AMFORMACP v. 1.0 5/0i LABORATORY REPORT PROJECT: C,~~ SMYNORTHWEST ASPHALT CONTE PROJECT NUMBER: c-7o-.so~,g4 3628 EAST FERRY NT 3PO~, wA 99202 IGNITION METHOD ;509,,I5 4-971 i fax (509)534-9755 7 ~ . FIELD REPORT No. DATE~a s~p~ SAMPLE LOG , TYPE OF ACP M I X T U R E (circle) A B D4g)F G A B D E F G A B D E F G DATE / TIME OF SAMPLING 61ZS-/01 / e ; .5b METHOD / LOCATION ` /jkj Ap.~ PLANT NAME / No. TRUCK No. AO* 43 . FIELD TEMP.(°F) 2?o F ~ . AIR TEMP.(°F) s S° f t ~ TOTAL TONS Ii~ l~'~~frSb t . , MASS OF SAMPLE AND TARE (bafore test) (g) ~0 O MASS OF TARE (g) '30 S7fp - d I+~ OF ASPHALT (g) p-7S'0 L,.BRATION FACTOR % D 1 07- MASS 4F SAMPLE AND TARE (after test) (g) . 5I 5-3 . / MASS OF AGGItEGATE (g) Z Sq / - WEIGHT LOSS (g) 17 7,1 PERCENT LOSS (!o) s", 78 BITLJMEN RATIO ~jp (t - CALIBRATED ASPHALT . corrrErrr BITUrMEN SPECIFICATION 1-GRA.B or COMP4SITE, TRUCK or SPREADER NOTES: - , - SAMPLED BY: TESTED BY:_(' u"3d CHECKED BY: REVIEWED BY: 0:4STIIWABOEABTORMSiAC'TEST01 v.1.0 • 4/00 NORTHWEST ASPHALT RICE DENSTTY TEST ASTM D 2041 / AASHTO T 209 DATE ~0 A S -/o t PROJECT NAME A44,00nCeJe.,- PROJECT NUMBER C-76 - 5&-)Oj F Y TYPE OF MIXTURE e SIZE OF SAMPLE Zox NUMBER OF SAMPLES 1 TYPE OF CONTAINER _(circle one TYPE A,B, ,,E, or F) iN TYPE OF PROCEDURE (circle one WEIGHT N ATER, HT R) , A MASS OF SAMPLE, g. Z $ MASS OF CONTAINER, g. 2 Z, 11,'7 C MASS OF COVER, g. ~ D MASS OF CONTAINER + COVER + WATER (FULL), g. -7`/S7• Z • E MASS OF CONTAINER + SAMPLE + WATER, g. g70 Z=~ F VOLUME OF CONTAINER, cm3 / ft. / G VOLUME OF SAMPLE, cm3 / ft. / H DENSTTY OF SAMPLE, CIIl3 I R3. [A/(A+D-E)] 2-`17 ZI/S3, S TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°F) no correction needed. See ASTM. VOLUIVE OF CONTAINER = DENSITY IN PCF (ft) = DENSITY AT cm3 x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm3 / ft3 . . NOTES: TESTED BY:~91w CHECKED BY: REVIEWED BY: ~ o-AsrnFOwM U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS ( HYDROMETER ~ 6 4 3 2 1 5 1 1 R~8 3 4 6 810 1416 20 30 ~ 50 ~ 100 1~ 200 I 100 OC~ vv 90 85 - \ ~ 80 75 ' ~F~ - - ,o__ . . . M ~ V\/ tJ 60 ~ ~ tiC~ T vv ~ W 50 Z U- ~ ~ d~1 Z -.v LLJ U ~ ~~i A^ a 35 - - - 30 - ' - ~ 25 20 15 i -----f--- ~ : ; ; \ \ 10 - ; -L- - - ' ' ~ 5 --i---- ; •----i- ; ' 0,-- - ' - ' - 100 10 1 0.1 0.01 0.001 GRAIPI SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine I coarse I medium I fine Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 688 1.0 ~ ACP Class A- Poe Asphatt 14.28 137.21 m I L Limit A 1.0 1 • ~ ~ ~ 11.66 120.53 ,&I U Limit A 1.0 ~ • ~ ~ ~ 11.33 136.87 ~ SpeGmen Identification I D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~ %Sand ~%Silt I %Clay • 1 688 1.0 1 19.1 1 5.51 ~ 1.87 1 0.148 ~ 44.3 ~ 49.1 ~ 6.6 ~ m I L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 Go• l U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 a GRAIN SIZE DISTRIBUTION ~ Project: Hanson Center East , , Location: Indiana Ave. STA 185+00 ~ JWrff NORTHWEST Number: C-70-S000194 ~ r LABORATORY REPORT . PROJECT: S WNORTHWEST TEST NAME PROJECT NUMBER: 3628 EAST FERRY ASTM C 1361AASHTO T 27 o-SOD o L3 y SPOKANE, WA 99202 (509)534-9711 fax (509)534-9755 WSDOT 9-03.8(61 LOCATION Z. ~a IL~ SAMPLE LOG #42W DATE - PREWASH POSTWASH TARE I.D. ijJ iN TARE I.D. WET + TARE , DRY + TARE 7 DRY + TARE ! 7 g g.Z TARE WATER DRY SOIL lk' 13 _ S TARE WASHOUT WT. -IDZi!~ / DRY 'SOIL MOISTURE CONTENT TOTAL WE IGHT • ,r6 ACP~Cl * 3/4'+ 3/4'-WET 3/4'-DRY a,'' ~ - A . s . FACTOR . . SIEYE WEIGHT RETAlNED CUMULATiVE %PASSING SPECIFICATION VYEIGHT 3/4' (19.1 mm) ~ 100% 1/2' <12.7 mm) ( 3~ p 90-100 % 3/8' (9.5 hm) 75-90 % 1/4' <6.35 mm) 55-75 % N0. 10 (2.0 mm) 30-42 % N0. 40 (0.425 mm) 11-24 % N0. 200 (0.075 mm) ( 3s, L( 3-7 % PAN Iq PAN WASHOUT , SAMPLED BY: TESTED BY:LALW CHECKED BY: ~ REVIEWED BY: oAsTni.AB\FoRMs~a~P v. 1.0 sio i NORTHWEST LABOR.ATORY REPORT PROJECT: ~~P ASPHALT CONTENT PROJECT NUMBER: 628 EAST FERRY IGNITION,METHOD < POKANE, WA 99202 r i09)534-9711 fax (509)534-9755 FIELD REPORT No. DATE_:224p-o► SAMPLE LOG #L~W TYPE O F ACP M 1 X ' I ' [ J R E (circle) A B D E F G A B D E F G A B D E F G DATE / TIlViE OF SAMPLING 2-o I/ METHOD / LOCATION ' / -7- ' / PLANT NAME / No. P6 e TRUCK No. FIELD TEMP.(°F) 2 -7 8 AIR TEMP.(°F) S b ° ~ TOTAL TONS . - - , MASS OF SAMPLE AND TARE (before test) (g) lU 17C~~ MASS OF TARE (g) 307 S• I I1f~' ~ ~ OF ASPHALT (g) '2p~i 2 • ~ C~~,.3RATION FACTOR % MASS OF SAMPLE AND TARE (after test) (g) MASS OF AGGItEGATE (g) 29 Oq WEIGHT LOSS (g) l 8 Z•q PERCErrr i,oss C%) .~9 0 BIZUMEN RATIO CALIBRATED ASPHALT . corrrErrr 5 ; ~ 8 BTT7JMEN SPECIFICATION l-GRAB or COMPOSITE, TRUCK or SPREADER VOTES: , ~v SAMPLED BY: -tS TESTED BY:_LAutW CHECKED BYSC REVIEWED BY: OASTMAM[,A8IFORMMAGTEST01 v.1.0 - 4/00 • L . 1 ' ~ ~V NORTHWEST ASPHALT RICE DENSITY TEST ASTM D 2041 / AASHTO T 209 DATE S-i - 0r -PROJECT NAME_g&4tiv~.~'~_ . PROJECT rTUMBER C-76--~coci FLf TYPE OF MIXTURE A SIZE OF SAMPLE 7&XI NUIVBER OF SAIVII'LES I . TYPE OF CONTAINER _(circle one TYPE A,B,C,D or F) TYPE OF PROCEDURE (circle one WEIGHT IN W pER, 41L(j.H IN AI~) A MASS OF SAMPLE, g. $ MASS OF CONTAINER, g. 2Z ~ Z. ~ C MASS OF COVER, g. ' D MASS OF CONTAINER + COVER + WATER (FULL), g. ~ c~s 7, Z E MASS OF CONTAINER + SAMPLE + WATER, g. g(oli y, ti F VOLUME OF CONTAINER, cm3 / W. / G VOLUME OF SAMPLE, cm' / H DENSITY OF SAMPLE, cm3 / fl . [AI(A+D-E)] 1 5'z . ? ) TEST PERFORMED AT 25°C +1.7 or - 2.3 °C (+3 or -5°fl no correction needed. See ASTM. VOLUME OF CONTAINER = DENSITY IN FCF (ft) = DENSITY AT cm' x 62.245. (62.43 X 0.997) RECORD DENSITY TO 0.000 cm' / fp . NOTES: ~ TESTED BY: CAkt,~l CHECKED BY: ''C REVIEWED BY:' o:1SmFawrrs . , . , ~~EpGENER,q~~,o ~a NORTHWEST y - . ~FAMEa~'a i ~ SO/LS, TESTING & INSPECTION March 12, 2001 . STI W.O. # S-000194 Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: N1r. Randy Stronks Re: Hanson East, Construction Summary February 12 - March 9, 2000 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by. STI Northwest or its staff, --but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittai for acceptance. It is for informational use only. • Contractor installed 18" PVC sewer line from the 36" drive casing below Sullivan Road (MH#2) to end of project (MH# 12). • Air pressure testing of the 18 in. sewer main and side services was performed, with one to be repaired. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, lease feel free to give me a call. Si cerely, S No es , Paul T. Nelso , . cc: Hanson Industries - Bob Boyle • , - . Continental Contractors - Dan Burgener CLC File STI File 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 , ~ , r ~ l , ~ 7NORTHWEST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509 534-9755 Transmittal Date: March 14, 2001 Phone No. 477-3604 W.O. No.: S000194 Fax No. 4774715 To: Spokane County Utilities 1026 W. Broadway Avenue Spokane, Washington 99260-0170 Attn: Billy Urhausen Re: Hanson Center East Transmittal of the Fol/owinq: Inspection Request Form , Notes: , ,.Hey Billy, Here's that request form. I will talk to you later. Thanks for everything. Chany - - 1 srlvensm;ctal-v.1-1Ir99 y 1 SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OPERATIONS INSPECTION REQUEST FORM O . DEPARTMENT- . INSPECTOR • DATE: 14 ' FROM: 'PROJECT NAME: ~ PROJECT REQ E~ST FOR: PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION Optional inspection, unless otherwise requested will inGude the same as post paving inspection. ~ POST-PAVING T.V. INSPECTION 11 CHECK HERE FOR RE-N INSPECTION Required inspection prior to acceptance, includes complete video inspection of all lines for: ' 'c/eanliness 'stub locations 'identifying any faults ~ POST-PAVING MANHOLE INSPECTIONS SPECIAL INSTRUCTIONS: 1 91 j IMA 1.4pr • CONTRACTOR: BILLING ADDRESS: (If New) . FIELD INSPECTOR: RADIO NO.: (include drawing of all lines and/or manholes requested) A ROUTE • UTILITIES D • ANNING AND DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: HERE BY: UTILITIES DATE RETURNED: • . ROUTE . . . . . - TIONS' ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WHEN POSSIBLE ~ OTHER: ADD'ITI',ONAL ~ - ~ - r DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3110100 ~ ~ t i " " ~ 0 - NORTHWEST , - M SOILS, TESTING & INSPECTION March 19, 2001 STI W.O. # S-000194 ✓ Spokane County Engineers Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary March 12, 2001- March 16, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the conshvction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for. acceptance. It is for informational use only. • Begin water main excavation and placement of line. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest /iur Eric er, P.E. cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File -STI File , 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ MAR 23 '01 12:13PM SPK CNTY UTIL ~ P.1/11 . , ~ z . 3 1 ' 1 ~ 1 ~ i S p Q K A. N E C O IrI N T Y ~ U7ILCf1F5 DNtSION A DMSION OF THE PUSLIC WORJCS DEPAR7MFNT N. Bruce Rawls, P.E., UtiJities Directar Gary Obetg, DirectoT ' : pM JOB#t FAC51MlLE COVER SHEET ! -FA ; l;+c: ust nn tlars , DaTE: : ~ TO. baUCG G STt Fax: 5~4- 7 ~ , . . ~ ~ FRQM: bit-Ly C~ COON~. ~ • ~ ~ OP4. ~ ~ 1"OTAL NtJM6ER OF PAGES (INCLUDING COVER SHEET): i ~ . MESSAGE/SPECIAL iNSTRUCTIOiVS: T1! f ; ALL-4 UL• U SG -rkWAV/.KAt9Q- 1N T2:) FM T-wr lxWpAOS ~ ~ A0'3 To C~~Y. q&& As-~3wLT ~ ~ • I ~ ~ . VA . , . . _ - ~ r: ^CiT. •y ~•P. . _•3`c,.~ . ~ e . \ I ~ . [ ~ i . i ~ i r 3 i 1426 W. P ~,c~,yyay • Spokane, WA 99260-0180 •(509) 477 3604 FAX: (509) 477-471~ TDD: (509) 324-3166 ~ Mar MqR 23 '01 12:14PM SPK CNTY UTIL,west (509) 5~34 -9755 P.2i11,. 2 , , . , , ~ SPOKANE COUNTY UTILJTIES DiVISiOiV WASTEWATER OPERATIONS ~ 534 .5756 INSPECTION REQUEST FORM ~----J . . . D ItISPECTO. . DATE: i FRC1M: PROJECT NAME: PROJECT • ; . ' ~ ~ . REQ EST FOR: PRE-PAVlNG T.V. INSPECTION ~ CHECK HERE FOR RE-:N INSPECTION Optional Inspecction, unless oinetwjse requssted wttl Inclucte the same as post paving inspeclion. ~ POST-PAVING T.V. INSPECTION ~ CNECK HERE FOR RE=TV INSPECTION Required fnspeclion prior to aoceptance, inctudes complete video inspectbn of aq liries for: "c/oanliness 'shfb focaGons 'idenUtying any fWufts ~ PQST-PAVING MANHOLE INSPECTIONS SPECIAL INSTRUCTIONS: . { ~ . , , F LL"VAN CONTRACTOR: . BILLING ADDRESS: (lf New) i'11Y1P~ ~11~ . . FIELD INSPECTOR: RADIU NO.; (include drawing af all rnes end(vr msnholes requesled) ± OUTF TO UTILITIES DIVISIOPI • PLAWNG • D DESIGN" ~ PROJ ECT NAME: HAhI 50NI Ce4 7`(~~, ~„';~6T. . acTIVrTY N: 4433-0 JaB#:_1P. 41 PLANNING Asp. -is•= ATTACHMENTS: ~ ORAWfNG OF REQUESTED DRAWINOS AT AREA INCLtJDING MANHOLE ASTEWATER AND 1!4 SECTION #S OPERATIQNS FIELD OFFICE DATE FORWARDEO: 3•I5•Oj BY: _5lL DATE REYURNED' ~ ~ • , . OPERJITIOtJS" ISSUE DATE: 3- 1 ~ - (rj 1 FiLE NO.: ~ J08 NO.: VHS TAPE NO.: ~ ~ ASAP 0 WHEN POSSIBLE ~ OTHER: : ~ ~l~ ~ ? " ` •~I~~T~~ i~ •~~f .'t'k i ~~i£1i ~;~S.~i'~?Fv~q' ~ : • 1• y C ~4= ' ' • Y S ~ w~. ~ ' 4:~Pi'.°.7 'b +~i: ' ~ }:5 .c-i -C.'."S~i?... R9' •r?a E:ir ~ J' $s~' .`r ....w.: . _ - ~ ' ;b'. (;p~tn.•~~u• j~p>iiS: i~' iti n° n~~ 'S~r', ~ 4t?~U°+' ~ ~ :~.s~~:r _•(1, • Yi a ~d~a'P ~ . , ~ . ~ x .s . a '0 ,.~t.~ y , ...~5~. z ~ ~•eL~ ..'c _ ~y ~ ~ ••~.c74_•• `?!'T r t t ,~d ' ~ ~ , • . : TJ i ~ .J~Ct. •.C' ~ ~ ~ ~ ~ 440, ~..~zr~cneai't,"~-a"Yn^•~5. ' - t ~t=er•tc, k~~~ ~ o•.' fi.~ '.tr~ t~.. ~ .t_~ .,..,I~XLr ~ ~w. ! R} w ~"~v .~3__=~r~~~' c ~frix~.• DATE COMPl. ETED: YzA.1 d i OPERATOR(S) .I,t ~ V11hite - UliliGes Yetlow copy - Construction : Revjsed 3/10/00 ' MAR 23 '01 12:15PM SPK CNTY UTIL • P.3i11 . contlnental contnctors ' : mne rrule Iails, WA 99026 . Tel:. Fax Inspection report - ( Date: Projed Weather: Operator: section number: Sectiort Neme: 0312112001 tp 47 ctaar dry chris 1; hansfln centst east P18nning Trudc: FlusFiing date: Preset: Clearaed: Grade: bsp 75-00 u-307 0 Towtt: SPOKANE. WA * Map #1: tVd Igth: 283.6 FT - Street: essement- Map '#2: MH: ' 159V13.5N Situation: easemonb access ok Tape t 879 MH: 1611.2N8.8N Reasai for inspecfim pre-pave InspeWon Diameter. 18" . . Settion Type: wastevrater Meteriai: PVC Lerigth: . Pratect=: ~ Grid: 13542 File 2351 ~ Renark . t . 1:675 dtst Code observaLon : counter photo rate ~ • . 63.50 T Tee, at 1o o'clodc, d}ametet 8 in : 00:01:28 0 ~ • . ~ ~ . ' - 229.90 T Tee, at 10 o"dodt, diaimaet 8 in . 00:05:23 0 • 293.60 NW Manhole . 00:07:04 0 , 1 • N i • MAR 23 '01 12:15PM SPK CNTY UTIL P.4i11 . . , contfnental contradors , nine mile Fatts. WA 99026 Tel:. Fan Inspection report ` ~ Date: Projed t Weather. Opetator section numper: Seciion Name: C-11 03312712001 tp 47 clear dry chris 2 hanson center east Planning Trudc flushfng date: Preset: ClearSed: Grade: Dsp 76-00 u-307 ~ 0 Tovm: SPaKANE, WA 1►Ilap #1: tJd Igtfi: ~ 325.8 FT 6 3treet: easemerrt-- Map #2: MH: 168.2113.8N Situaa6on: easemeni- access o!c Tape979 MH: ~ 167.4114.5N Remon for inspection: p+e-pava inspoction Diarneler 1lr ; . Section Typa: wasfswater Matereai: PVC Lsngth: Prdection: . Grfd: 19542 Fife 2351 . Rematk . , 1:725 dist code observation ~ counter photo rate 1 N i . i e 107.70 T Tee, aR 10 o'cloclc, diarneter 8 in • 00:10:06 0 ~ • 134,00 T Tee, at 02 o'dock, dMmeter 8 m 00:11:10 0 : . : E . , ~ 267.80 T Tee, at 10 o'dodc, d"iameter 8 in 00:16:12 0 325.80 nnH Ma,nore : oo:'17:63 0 1 N . . MAR 23 '01 12:15PM SPK CNTY UTIL . P.Siii ' convnerrtaJ eontractors nine mile fails. WA 99026 Tel: , Fax " Inspection report Date: Project Weather. Operatar sQCtbn riumbec Section Name: 0312112001 tp 47 clear dry chNs 3i henson cerrter eaat Planning It Tnudc Ftushing data: Pneset C{earjed: Grade: • bsp 75-00 u-307 p . Tawn: SPOKANE. WA. MaQ #1: 1Vd igt1_ 71.8 FT Street: easement Map #2: MH: . 157.2/14.6N 3ituaUion: easemant- access ok Tape 979 MH: 157.3/14.8N Reasat far inspecc,tion: pro-pava Inapectlon Diameter. 18" ` Sectian Type: vrastewatcr Materiaf: PVC length: Protection: Grid: 13642 File 9. 2351 ~ , Remark , 1:175 dist code observatlon ~ counter phato rate ; N ~ ~ . ' ~ ~ . . • ~ • i i i . i { ~ . .~•5'`: 71.80 MN Manhole • Q0:19:26 0 , r • - 1 N ; . . ~ ' ' . MAR 23 '01 12:16PM SPK CNTY UTIL . P.6i11 : contlnental coqtractols ' nine mite fells. WA 99026 ' Tg1: . Fax I inspection report Date: Proiw Weatter: Operator: sectton numbei- SeUion hlame: 0312112001 tp 47 c10ar dry chHs 4 hanson center east Plannirg ik Trudc Flusheng date: Preset: Cieahed: Grade: • Dsp 75-00 u-307 ` 0 TOwn: SPOKANE, WA Map #1: tVd Igth: ' 726 FT SUeet easemQnt-- . Map 42: MH: 1S7.I114.3N Situation: easement- access ok Tape 879 MH: ~ 15?.2114.6N Reason fa inspedior►: P%pava inspectian Diameter: 1a" ~ Sedion Type: waatswater • Maderiat: PVC LenP PtoteCtion: • Grid: 13542 Fila 2351 • Remartc: i 1:176 dist code observetion ' counter photo rate P 1 N ~ ' . • . . ; : . ~ . • < i . . ~ . i ~ . , : { ~ ~ 72.60 MH Al~anhole ~ 00:21:01 0 1 N : ~ i . ; - ' - . , . ~ • ; . MAR 23 '01 12:16PM SPK CNTY UTIL P.7i11 ' • conUnental contractois ~nine mile falls. WA 99026 ~ Tel:, Fmc Inspection report Date: Ptqed tt: W00her: Operator: sedian riunber. Seaion Name: . 03I21I2001 tp 47 cfear dry chris 5; hanson centet east .--l Planning Trudc: Flushing data Preset: Clearled: Gtade: Dsp 76-00 u-307 • 0 6 1 Town: SPOKANE, WA Map #1: Nd fgth; ~ 112.4 F7 Street: easement- Map #2: MH: ~ 157.3114.8N Situalion: eaaement- access ok Tape 979 MH: ~ 137.1M5.1N Reason ta inspection: pra-pave inspection Diameter: 18" ' Sectbti Type: wastavrater Matefiak PNC L.ength: Prdection: Gri&. 15542 File 4t 2351 ; . Remark: ~ ~ f ' 1:275 dist code observatFOn counter photo rate , i ; t N . ~ . . ~ . i i , i t f ~ i ; . ! »a.ao MH r►nannole ~ oO:za:zo 0 1 N ~ . ~ i , - ~ t j ' . . MRR 23 '01 12:16PM SPK CNTY UTIL - P.8i11 conttnrnbl conUaciors nfne mile fafls, WA 99026 Td:, Fmc {nspection report Date: Project Weather Operator: section ~urrber: Section NBme: ~ 03i2112001 tp 4'f cleer dry cfiria 6: hanson cenLer east ~ pianning ' Tntdc: Rishfng date: Prese4: Cteaned: Grade: bsp 75-00 u-307 0 . Tom SPOKANE, WA' Mep 01: Nd igth- ' 110.2 FT . SlteeG easement N!ap lR2: N*i: : 167.1N5.1N i Situslial: easement- access ok Tape 979 MH: ~ 156.811 UN - Reasan for inspection: Pro-pave inspedton Diametet: Material: Sedian Type: wastewrater Pnot~ : PVC Le~~yth: cww: 13542 Fde 2351 Remau4c: • 1:250 dist code ob9ervation ' caunter photo rate 1 N ~ ~ , , , - . ~ . : . , ~ 110.20 MN Mannole , 00:25:37 0 1 N • , , . MAR 23 '01 12:16PM SPK CNTY UTIL P.9i11 / • • • contlnontal contractors nine mlle falfs, WA 99026 ' Tel: . iluc Inspection report ~ Oate: Project Weather: Operator section numDer: Section Name: • l 03121/2001 tp 47 dear dry chrts 7- hanson oonLer east planiVng t. Trudc: Flushing date: Preset: Clearied: Grade: . bsp 7640 u-307 0 To►m: SPOKANE, WA Map #1: Nd Igth: : 418.d F7 Stfeet: easement- . Map #2: MH: 166.8116.2N SitUatlOn' essement eccess oK Tape * 979 MH: . 155 6l16.5N . Reason for inspection: pre-pave irtspectlon Diameter: 18" . Sectian Type: wastAwatar Materiat: PVC Legth: • Prdedion: . Gttd: 13642 F'ile 2361 : Rernatk: • 1:950 dist code observation counter photo rate r N - ~ . ~ ~ . i 1 • 418.40 N4-I Manhole ' 00:35:57 0 15N - . ~ . MAR 23 '01 12:17PM SPK CN7Y UTIL P.10i11 , • : coatlnerNaJ contrectors •nine mite falis. WA 89028 Tel; , Fax Inspection report . ~ Dste' Prqed ~t: W~ther' Operetor. sedion nunl~er: Section Name: 03/21/Z001 tp 47 clear dry chrts S; hanson center east Planning Trudc: Fwshing date: Presel: Clearied: Grade: bsp 76-00 u-307 ~ 0 - - ' , ToMm: SPOKANE,WA Map #1: lVd tgth: 101.2 FT Street: easemeM- Map 02: MH: . 1SS.6H6.SN SituaUon: easemeM- access ok " Tape 978 MH: ; 1SS.dN6.8N Reason for inspectim: pne-pave inspecdon Diarr*Met: 18" • . Section Type: wastevrater MBterri~dl: P1/C Length: Prdedion: , Grtd: . 136e2 Fde 9 zast Renark ; . . 1:250 dist code obsenration • counter photo rate I i ' ' N : . . I i . i ? ~ . . ; ~ ; , • • 1 t ' s ( . ; . i ' , . t ~ . L t.' . 101'D 11A1-1 HAen110le ~ QQ:36:07 0 1 N ~ 6 • 1 ~ ~ i ' t I/ 1 ' • _ . 1 . MAR 23 '01 12:17PM SPK CNTY UTIL P.llili . continenf8! COntlettOls ' nine mite fa11s. WA 99026 Tel:, Fex Inspection report DaEe: PtoJett Weatftet: Operator sedion nunber. Section Name: • 0312112001 tp 47 c{eaf dry thrts 9 hanson certter east Planning Truck Flushing date: Preset Cleaned: Grade: . bsp 76-00 u 307 0 , Tam: SPOKANE, WA AAap #1: - tVd lgth: 493.2 FT Streel: easvrnent-- Map 02: MH: 155.3115.6N S(tuatiom aasenient- acceas ok Tape 979 NEH: 154.7115.9N Pteasan fot inspection: Pre-PBVe irtspecUon Oiemeier: 18" Sedion Type: viraaftwaer Material: PYC Lenglh: Protecticn: C3rid; 13542 Fiie 2351 Remark: bore under aultivan rd 1:450 dEst code observatEon caunter photo rate 1 N . ~ 193.20 MH Ntanhole 00:42:17 0 1 N i ' . , O NORTHWEST y a - • ~FAMER~p • ~ -1 SO/LS, TEST/NG & INSPECTION March 26, 2001 STI W.O. # S-000194 Spokane County Engineers Offce 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary March 19, 2001- March 23, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the eneral informatio g n conceming the construchon acttvrty. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. . • Continued water main excavation and placement of line. • Densities tests performed over water main. • Performed mandrel and air tests on sewer line between MH l and 6A. No major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. . Sincerely, STI Northw t E ' ester, P.E. cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener , CLC File STI File 3628 E. Ferry • Spokane, WA 99202 9 Phone (509) 534-9711 • Fax (509) 534-9755 INORTHWEST ~ Irr 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-.9755 Transmittal Date: March 26, 2001 Phone No. W.O. No.: Fax No. To: Spokane County Buiiding Departrnent 1026 W. Broadway Avenue Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Transmittal of the Followin4: Weekly Summaries of the following jobs: Dishman Commons Jesse's Bluff Off-Site Jesse's Bluff On-Site Wesfinrood North V` Addition Crestview Inspection Hanson Center~East Shelley Lake 3 Addition Ridgeview Estates Vista's 4"' Addition Meadows 1 "Addition Meadows 2"d Addition Woodbrook at Meadowwood Notes: Randy, If you have any questions, please give Eric Lester or myself a call. Thank you, Chany Baldwin i:sMtW=itW-V.1-11/99 • b4/'L I/'Lbk~l ey: ~y 'Lbti I//b4yy POE ASPHALT PAVING PAGE 01 ' . . . 17 . 144m,ov st-west.- c -7o-:%~Q4 A3laHALT PAVIN6 INc-.. . ❑ CLARKSTON DIVISION OAANAEVILLE DIVISION CO DOST FALLS DIVISION ❑ PULLMAN DIVISION P.O. eoK 449 Lewleton, ID a3S01 RvutA 2, Box 802 Grenpevute, l0 e1670 2722 N. BecN Aoed Poe1 Felle, 10 8385A 900'1 SR 470 Pultman, WA 99183 Ph: 609/768-6681 FOx: 50905e-1151 Ph: 20B/883•1879 F1x. 2091083-3468 Ph: 2081777•0498 Fikr: 2aeJ777-Oe99 ►h: 509l314•64100 Far: s0e1334-9494 FACS~ILE TRAI`TSMITTAL SHIEBT . TO: FROM: COMPANX' AATE: ST.i. FAX SENbBR FAX a: 208-777-0499 5_63 - 5-5 7_575 SENDER PHONE 208-777-0498 PNONE a: TOT,A,L NO. OF p,A,GE$ (INCL. COvER): RE: . /6 . URGDENT POR REVIFVV ,pLEASE COMMENT PLEASE REPLY PLEASE RECYCLE D ❑ 1 _ . . J N07'ES/CO1N1VfENTS: ' "M I !S I "an taual opportunlty Cmployer" . ' 04t27l2001 09:29 2087770499 POE ASPHALT PAVING PAGE 02 • . f--~ t(LElNFELDER ~ xn emplnyeo ovnoJ CumD:RV -TECH.NICA,.L REpORT MIX DESIGN . 'dVAShington Aepartment of"Tramsportation , Class E Pfant NXix REPORT TO- Poe A,sphalt DATE: February 8, 2001 P U. Box 449 rOB NUNDER: 3 0-6214 ] 3.400 Lewiston, Idaho 83501 REVISION DATE: ATTENTYON: Josh Sm6th LA,H N'UMBER: 1558 ' SAuW LED BY: losh Smith REPORT OF: Class E DA,TESAMl'LED: NA . DATE RECEIVED: January 9, 2001 DA,TE TESTED: February l, 2001 SA,MPLL IDENTIFIC,A,'X'XON On January 9, 2001, our. rer-sonn.el received stockpile sannples from the ICt214c and PS-IU,25 sources. Gradation avei-ug-_-s were supplied by Poe Asphalt. The material was separated by sieve sizes and recombined tr) tl;e ta~~get values of the Job Mix Formula (.rMF) as representation of the stockpile averages. ~ TESTS PERFURMED Aggregate test results and the job mix formula -are summarized in Tabte 1. The laboratory test procedures utilized in the mix design are indicated in Table 2. Test9 performed include sieve analysis, specific grawity and absorption. Mixture tests included Hveem stability, unit weight, an.d maxisrum theoretical specific gravity. The mixture cest results are shown in Table 3, A,ggregates and mixture properties are presented in comparison with the Washington , Transportacion Depai-tmenc Standard Specifications for Highway Construction and project specific special provl"sions. Graphical summaries of the effect of asphalt eontent on mix properties are provided on Plates 1, 2, and 3. The asphalt concrete mix design was performed in generai accordance with tbe WSDOT•Tesc Method 718. The laboratory mixing temperature used was 300°F (149°C) and the compaction temperature used was 275°F (135°C). PG 58-22 Asphalt was supplied by Idahu A.sphalt Supply Xnc. Based upon the data in "i'abl.e:. 3and 4 and Plates 1, 2, and 3 an asphalt content of 5.2% (by Total Weight of Mix) provides a IaGoratory mix witli fully-coated agnregates and minimal free asphalt cement; and stability, VMA, film thickness and air voids comply with the requirernents of the standard specifications. A summary o.f calculated mixture properties at the reconnumended optimum asphalt contt1it is provided in Table 4. L;\2041\Projeds130621413\3061R0I9.doe Pnge 1 of a february 26, ZQOf Copviigiit 2001 itltulfe;der. Inc. ' K LE I tv F E l o E R 1 pZ21 W. Emerald StrQet, Suite 180, 8oise, ID 83704 (208) 376•9700 (708) 376•9703 fax ' 04/2712001 99:29 2087770499 POE ASPNALT PAVING PAGE 03 s LxMi'TATZONS Our professional services have been performed u5ing the care and skill ordinarily exetcised, `J under* similax ciccumstaiices, by reputable testing firms performing in this or similar localities. No warranty, express or implied, is made. This report has been prepared for Poe A,sphalt to be used as ara aid in desi3n or constn,ction of a Class E plant mix bituminous pavement. This is not. a bidding document, and any contractor or client reviewing the test data must draw his own conclusions regardii:S specific; construction techniques to be used with these materials, The data furnished represent on'iy -the results of tests performed on specific samples. The data has not been evaluated in terms pf tn° enjineering criteria or specific constiruction methads K,leinfelder personnel :~-►ll providr eechnical assistance during the subnnittal, approval, and. produccion usage of the JMF' upon your Tequest. If you have any questions or need additional information, please feul free to contact ouz Boise oice. . Respectfully submatted, . KLEINFEI,nEIt, I14W. - Lars L. Colberg . Supervisory Technicia;i, P.:sph.►ir.r,_aboratory ~ P , P.E. Materials bepartment Manager - Idaho As n mtitual prota:rian io clitntt, :hc ~:~btic atid ~~U; t~'vts, ,tll repurts are submittcd oa tlie wuCde,uinl prupaitiy of our chaib artd authoriZdtloit tor publicatio» of stalt►uentv, cow-1w1J11S or eatittc!:► i.'wlt ot iegarAjq OVwrepurts ;ve rcterved pending our wrinen approval. Samples wil) be diFpored nfnfter taaciag it rontntcted unieac nrc, us►eeA to in wititing Copyr+g,bt 20Uf. L:120011Projeaa%3062 tJ1313461 r::►^9.doc Ppge 2 of 4 , FebniaiV 26, 2001 CopyrigJit 2001 i:leinetder; [uc. i - K L E I N F E L D E R 10221 W. Emerald Street, Su'te 180, BOise. I0 33704 (208) 376-9700 (208) 376•9703 fox ~j L'i.j...~io .1 • ' - - - - - _ ~ ' - ~-~~~~~L ~i ! - ' ~,[CKnia3a o!' Sie"'eSgiz' .~~`~~'i~ ft~Y 1~1 L9~E'~~ ' ~ - i:0 ~ f - _ ~ - ~ - 1'0~ m M 93~ I 1PZ" XZ~ thrn ~.0..1 ---6~ Rn~n 94 '40 -02' ~ ~ 2.0.rnin p b o~, ~ _ 45 27 ~ ~ 3-5 t e ; i ~t~.~~~++~'" • ' ~~XS mm , 'fio0 um.,~ i 2 ~ 24 j No. ;40 2 20 ~ - - - 12. j •1Yc1,,~~Q~ , . . 1.:5U :uM!'i• ~ i~ _ _ 2 13 ~ i _8 -iOD n ~ 0.9 R 10.3 ' a 66 27 a5 5,.39 _ ; , . ~ r - . . . . . . . . • . . • , . . . 1-~o3o~ . ~ ~ . ~ ~ . • - . . . • - ' • - I` ~ - ~ r„ ee Ah se . ~ ~.'~~lll~'3~~T • , r i d.~~~ _ , - 2.555 ~ - - ~ 2.669 I •~vi~t ~513~ . . ~ ' . , 2.693 2697 _ . i 2.6951 2 726 2.753 2.741 - ~ _ .~Abxorptit,n _ . ~ : 1.2 _ . - =-r- 10 _ 690 L= ~ ~'E~~Cts~~c ~ • ' "I'ABLE NO. 2 LA.BURATURY T'EST PROCEIDURYS ` ~4STM ' ' , . '~~b~~ ~~co~°~° ~ - - . ~ _ . A ; . . . '"est ~ ~ ~ . • Lest Malud IvTettfioil ~rcww~~~~t;~d' Q d ~~ia. . . ~ . • ~ ~r °'C-1252 C-117 CT-i 8 ~5~~►;`~.At~;4'et~ . ~ , • • , • < ; G-136 ( `OT-27 ' ~p~ci~c:~e~i~~ ~f~,Fi~,:: ~.e~~~'dt~ " • • ~ . . ~ !C-128 ~:'~peGS~'3~;~'rrav,i~' A£~~t6~ ~ ~ • . . ~ , C-127 ' h*811dii.mk D-1559 T-245 -~-ti 't~~vices~u~s~: ~~o~~~ • ~ ~ ' o- ' ~ D-1561 ~ 17o247 ~~;S ?~i~~~~7'a~r~' . • ~ ; . . " • . . . - - D-2041 ~ -109 _ '~~tt'~•5~?G~ff~CCirf6"t2f.;t3f cttr ~~~t~~Q•~a~rtt~a~~s , bJ-2726 -166 ~ P~~-'4t~fB~;~ - ~ , • " ; , ' ~ ~ . . ~ _ 1~-32Q3 ~'~'-26~ .si,EtX~CC ~-1-1 075 T- ~ 5 5 ~ 7 ' • ~~y D-4867 83 ~.i~}?~~`Il•~~t~'~ ~ ~ ~ ' ~ _ _ - - _ ~--1,YV~D IC, 3 8T - f i. ^ ).,k _ ^ . 4~ .'..1~ ' ~ ~ • . i. .i~ . . . ~I - = / _ ~ i . , . . ' ~ ' . . ' . ~ . ~ ~ ~ ~ . . ~ ~ • _ ~ . V ~ ~ ~ . , ' . ' _ . • . ~ . ~ ~ ~ ' . ' Sl~``,'` _,,,.r. „ r, ~'.~9,~:~~ll~~.:~ , "~'<•i':h~~. ' ~ ~~t'iM(.• ~~;~~~~,.9~_ . ~ Il ~~~.dL.l~6.~~1r~~ 4~~_G~1sfI~L . ' . ~ -rr•.~~sl~'~~' ` 1".u i..~j , I, 9 Y'4!?. v '~Y~.~ - _T_,_.~ e ~ 4itn~~ W~~~Z~~;~~~,'~jP~. ' : v- _..~"..t';.~1`$~~,4':~f3;*"f , ~ L.~Y'v~ ti~~'.:' ,vn.• I ''S+,FT - ~ ~ ~t~.~ir ~~.W Tftla'~d".~•~`. ` _ _ ~:,,.~..~~~~~'X''s~ S 65 ~i G,'~ 9 ~.8_ .:~.~3 _ ' Ji ~~FTO •a~:~"-~t~'/~.~a7 1 3~ ~ - .°~?~'GvN~-.~~r~~ • ~ ~ ~ . . . :c, t: 16 ~ a6 , -o►rsw:aeA.~=--~?'~:_-•--~ ~,;V€ii~d~~'f►1S~t,witL~ IZ~~~,A~s . , ~s. . ,;,'VIS~-~' ~ , . ' SII a 66_ ---~--~},y~ , ' f~ 4 T~..x~.(~....._ y~ ev ` *~"^M!MY~~iIM •!~~~~A~:P~P,~•' 15/ O ( 5p 8 15,1.~ a -.~Tvb kui'dtse,~a~t~~~~:~~:.~~i~~,:~~~=.~~~~. ; ~SXT. ~.~^~~9. 2515 ? 2498 1 24$2 1 2465 'L~1X7r~~~j~•17~1~iJ~dJ'nY~~l:t.+;'~ . M1>~.`. ' ~.i•'~ ~S7~1Jt~,a ~i~,.J.?~~ li,~ _ ~ i 1 _ ~ ~i' _j ,r~XpW,~,~~:~~~i4~., • . ' t , ' ~ , , ' o.. de , 'f AVLE NO. 4 ,~~J URE A ACOPER.8 IES OPTIMUNJ f9SMALYCO1~7ZAN"Il r. , . ~ -:,sax,+='-_..__^:• , --.s ~~.'Ti"- ,y y-~ : ~ , • ~ . . . .Y - , . . . ' , ~ , ~ , ~ ~ , . ~$5I'~'~ ~~"~~{~S~'~-`~aL'if r1`E'~ ' ~ ~ ~~.~~~~~~l~~'.~b~~.~ i` F • • • ~,L•"v~~."sae'~ R~a~~~1~:4`~''ri,nv~3~ ~ ' t~(a~ ~',~~~t~.~' - ~ ~L"'~ ~ ~ ~f ]d~L"~~ , 1 fC n~fi tr • ~vt f', • , ' . , , , ~ j'ttilk~~~~ ~ ,~v~4~' ;iR:3. ~ - :4! ( at f "r L,, • 4Xkt~',~.,i~`ob~:`-t,oj.tl'wt. Of Xti;0 S 2 ~~•.~i~l~l~f:' ~ • - ' ' ` . ~s~1 r ;;4-:-~-1 A'AsnTo.~'b~~~W+ 36 Vu'., • = ; ' . a •r. .%t~.~~~I.~~'~:'~'~?~~.' ~ 3 8 i , . , , . ; ~1 ~s ' • . 3 . :~j. •k?~'~I"~`,t~-~.~~.~ ~ - • ~ - . • . , . ~s . ~ • s . - ~ ,`,i,V~t,~9;~?i~.~,e~.1T7M1,~,'~;~~'7'i~~•~'H~:'~~~; Si ~ryY~ll✓MP',;' 75 ~~"i►, ';;,~;r;,~°'' :V ~S7 ~ • • , ~~l' ~~t/w e' 14O. % ~i `~~j,~, c ~•L!r.~r ( ,i , ..~,r~~~:'~~i~►:~~k~'~V~i~i~ ttt~,~~~ . ' , , .i ; -:~:~i .:r~:~ , ' • ^ ~~YY~~/~~~ ` i ~ '.~r' • ~ . 1 ( I r ; V )1't I~~-f ~A ~V A~~4 ~,i! t"i&-~If M.~ V6 • t ~ I ' ^ • :•V~, 1 n• , I~ ~~i.!•` ''ly': ^~1;~'~:' ~ ;l~i$ ~'~154,$ , ~~2l~~tin ~~~".#~~a~:fi3tli'f>~e 2482 -i:,i~"8ri8 S" ~a ~Te~t•• . : • , ~ 71~•. . 86°/`o Sli~~~t . •~~~i.' Nt~'r,~i~11 ~a~s~i~+"' ~~~i~,s, : . - . ' ~ • -~-}~~(t1, - o_ ; , , . . . .~.A I`, , • ~ '~.~~M'.•,~[~/i~~~i'~,i ~e~ v5.t , . r~ •~~L~~, ~I~~V'V ' • , , ~ , ~ ' • ~ ~ ~ ' , ~ . - ' , ^ . ~ 'C'~~s~on~t~ct~e ~ ~ ~ • ~ • ~ ~ A4MTo•7-146t2d7~ -x~~fit~~~'~~i~~Q~1~i~~i~~:~~c~~z ; ~ ~ ~ , ^ . ~?~~~'T~? '~'+3(~• . g __y.~ _ ~ . . . ,M/> Mogelefe 3300 ~f ~ ' * . • . ; e4;1,$t~ xitn~~'I`•'~ic~t~~~B _ . . ; , , . : ~ ~ (2 ~ ~ . . . : . _ ' ' • - ' ~ ~ ~ . . ~ _ ' ' • • : . ~ ~ ' - _ ~ - , e . . ' - ' ' ' • . - ' ' ~ • - _ . . . ' 04/27/2001 09:29 2087770499 POE ASPHALT PAVING PAGE 06 ~ KIFtNFfLD E R Design Curves for Proposed Job Mix Formula (JMF) . . Unit Weight 160 258d 459 2$48 158 2532 157 2516 156 2500 ~ ° 185 ~ 2484 153 2468 3 2452 152 151 2436 m 2420 0 150 2404 q 149 2388 0 148 2372 ~ a 147 ~ 2356 u°, 1a8 2340 " 148 z3z4 ~ 144 2308 143 229z Q 142 2276 ~ 141 2280 a 139 2244 1 ~ 2228 2212 137 ZIP 2196 136 Z180 135 2164 , 3.5 4.0 .e,5 5.0 5.5 6.0 6.5 7.0 7.5 8,0 8.5 ~ % ASPHAILT CEMENT (AGG) Max Theo Unit Weight 165 2644 164 2628 163 2612 162 2596 181 2580 ~ 160 2564 159 2548 ~ ~ ~ 2532 N 2516 158 2500 n 155 2464 Q 154 2468 ^ 0 152 2452 ~ LL. 151 2436 u 150 2420 V ~a9 2404 d 148 2388 • ° 147 2372 ~ 146 2356 0 145 2340 a 144 2324 143 2308 1aZ 2292 141 2276 , 4a zzso . 2244 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 % ASPHALT CEMENT (AGG) ~ Plete #1 , • 04l27l2001 09:29 2087770499 PDE ASPHALT PAVING PAGE 07 ~ KLFl1VFFLDER Design Curves fof Proposed Job Mix Formula (JMF) r , % Air Voids zo ' t9 18 17 18 15 14 13 12 11 N O 10 > 9 ro Z 8 . ~ 7 m a 5 4 3 z , o 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 %ASPHALT CEMENT (AGG) VMA . 20 t9 18 17 16 ~ 15 a> Q 14 ~ ~ d ~ 13 c ~ 12 > 11 10 . 3.5 9.0 4.5 5.0 5.5 6.0 8.5 7.0 7.5 8.0 8.5 % ASPNALT CEMENT (AGG) - Plate t#2 , ~ y • 04/27l2001 09:29 2087770499 POE ASPHALT PAVING PAGE 08 5" K LEENF£LpER Design Curves for Proposed Job Mix Fvrmula (JMF) Stabifometer so aa to 30 ~ ~ > ~ ~ ~ 20 0 b R ~ 10 4+ 0 3.5 40 4.5 50 5.5 8.0 6.5 7.0 7.5 8.0 8.5 % ASpHALT CEMENT (AGG) . ; _ Plate #3 • 04/27/2801 09:29 2067770499 POE ASPHALT PAVING PAGE .09 , ~~N~ •v~ . • - CCG-uo'cuu l rn i va Icc r i i nL.c, nr cA-1/L1% 41414 Dosign Curves for Proposed Job Mlx Formule (JMF) % Air Voids 20 ia - - L 1B - • • - - • _ ~a - - ' 15 - - ' 14 - - - - . _ , - - - 13 11 - - _ - 12 Ao-- ' - q - - 8 e " w ~ . ~ v _ - • 6 I5 - 3 - ~ Z - - , 0 - ` 3.5 4.0 4.5 5.0 5,8 6.0 6.5 7.0 7.5 8.0 6.5 %ASPHALT CEMENT (AGG) VMA \ J~ ZO . • - ~ - - • - , _ - ~ - - ~ . ~ ~ • + ~ p 1~ - - . . . ~ - - 16 - - - - ' . . ~ - - - ~ - - a ~ _ 14 - -9 13 ' ' . ~ ~ 12 - - _ " ' a - . - - • , . ~ , ~ 10 7.~ 4.0 4.S 6.0 5.5 310 6.5 7.0 7.5 8.0 8.5 ~ ~o ASPHALT CEMENT (AGG) KIFINFELCaEIt Platos~2 . 04/27/2601 09'29 2967770499 POE ASPHALT PAVING PAGE 10 PCD-U~-LUU 1 f 1~! U7 ~ CL f•! 1 11~LL lltf LLV~i~ . ~ ~u~ ~.v~ ..vv . ' ~ Oeslpn Curves for Proposed Job Mlx Formula (JMF) S1abilometer a° . . . . . so _ • - - _ • . 40 . . , . , . , . . . . _ . . . . , , ~ _ r~ . . • ~ ' „ ` _ . - . _ . ~ . , , . , . ~ . ~ _ ' ~ . ~ 20 ~ . . , ' - . . _ • • ~ ' ~ - • - - _ . , ~ • . , ~ ~ _ . . ~ ~ . « ~ ~ . • - O • ~ - . ~ 3.6 4.0 4.5 0.0 3.5 6.0 6.5 7.0 7.5 8.0 8.6 96 ASPHAI.T CEMENT (AQQ) ~ Cohestometer 225 c a . - ' T ~ ~ . ...+e~ M .J'• _ ~ ' . ~ r , . • . • . „ 10A • . . - _ ~ , . . - _ . . - . . . , , , . . . . . ~ ~7S - . ~ . . ^ . . ~ . ' . . . • . _ . . _ . , . ~ ' ~ ' ji- ~ ~ ~ ~ 4 ~ ~ . • . ~ ~ » 9L . _ r. ou > - . . " _ ~ r ~w . . • . s. , • . . ~ ~ r • ' ' ~ ~ ~ . 1oo ~.~~.~i~~. . ~ , • . ` I • ~ • . _ . ~ ~ ~ r~ ' ~ ~ .~i y ~ F...~ ~ ~ r . . ~ ~ ~ . • • 79 3.5 4.0 e., 5.0 5.5 6.0 8.5 ~,0 7.5 6.o B.5 % ASPHALT CEMENT (AGG) , k4KLFI NF ELDER Platcft 3 , , . 04/27/2001 09:36 2067770499 POE ASPHALT PAVING PAGE 01 ^NkN s29AkW- A3PHALt PAVINGWOI~ INC, c-?o ,scco 194- ~ TT' T' ' ❑ CUIRKSTON DIVtSION ❑ GflANCEVILLE biVi91ON CE P041 iALl9 DIVISION ❑ PULIMAN DIV1610N P.O. 9ox 419 • Lewleton, ID 87501 Aoute 2, 9oY 662 Gi►Anpwtlle, 10 e3630 2712 N. Beck Rvad Poit ialls, 10 8IRS0 E002 8R 270 Dullmen, WA 99165 Ph: S0o/759-5581 Fsx: 609l756-1151 Ph: 208/9a3-1679 FaY: 209/083-3468 Ph: 208/777-04911 Fqx: 2081717•0198 PA: 509/354-6000 FAY: 5081334•9464 • F - F,ACSIMILE TRANSMITTAL SHEET TO: , PROM: ' - 1.AAe, ~ 4~" - COMPA.NY' DA'TE: ` ST i: 7-0/ FAX a' SENDER F,AX 208-777-0499 - -157,6Q- SY y' 9 7-Sir SENDER PHONE N: 208-777-0498 PHONE N: TOTq,L NO. OA PAGPS (iNCL. COVER); RE: . . UR~NT FOR RE~ PLEASE COMME[~T P~,EASE REPLY PLEA,SE RECYCLE C3 ~ a NOTES/COMMENTS: " yYI~~ "on equof opp4rtunity employe►.. , 04/27/2001 09:38 2067770499 POE ASPHALT PAVING PAGE 02 KLElNf ELDE;i :1rs !?I!>lslvlN Vw^~ ~cvnpanv . . TECkiNYCAL REPORT MIX DESIGN Washington Depnrtment of Transportntion Class .A Pl1at Mix REPORT T0: Poe Asphalt DA,TE: February 7, 2001 P 0. Box 449 JOB rT(JM.BER: 30-621413.400 Lewiston. Xdaho 83501 REVISrON DATE: ATTEN1'ION: Josh Smith LA,B NUNMER: 1558 SAMPLED BY: Josh Smith REPORT 0F: Class A DATE SAWLED: NA, DATE R.ECEIVED: January 9, 2001 - DATE TES'Z'ED: February 1, 2001 SA,MPLE IDENTIFICATION On January 9, 2001, our personnel received stockpile samples from the Kt214c and PS-ID-25 sources. Gradation averages were supplaed by Poe Asphalt. The material was separated by sieve sizes and recombined to the target values of the Job Mix Formula (JW) as representation of the stoekpile averages. TES'TS PERFORMED Aggregate test results and the job mix formula are summarized in xable 1. The laboratory test . procedures utilized in the mix design are indicated in Table 2. Tests performed include sieve analysis, specific gravity ann absorption. Mixcure tests included Hveem stability, unit weight, and maximum theoretical spzcific gravity. The mixture test xesults are shown in Table 3. Aggregates and mixtu:-e properties are presented in comparison with the Washington Transportation Depanmenc Standard Specifications for Highway Construction and project specafic special provisions. Gcaphical summazies of the effect of asphalt conteni on mix properties are provided on rlates l, z,.and 3. The asphalt concrete mix design was performed in general accordance with the WSDOT Test Method 718. The laboratory mixing temperature used was 300°F (149°C) and the co,npaction temperature used was 275°F (135°C). PG 58-22 Asphalt was supplied by Idaho Asphalt Supply Inc. Based upon the daca in 1'ables 3 and 4 and Plates 1, Z, and 3 an asphalt content of 5.6% (by Total Weight of Mix) prov;des a laboratory mix with fully-coated aggregates an,d minimal free asphalt cement; and stability, VMA, film thickness and air voids comply with the requirements of the standard specifications. A summary of calculated mixture properties at ihe recvuunended optimum asphalt content is provided in Table 4. LA200 1\Projea5Q0621413U461 R07. K.d.w Page 144 Febtuerv 26, 2001 Copyriglu 2041 l:lein!'eldar, Inc. ' , K L E► N F E L DE R 10221 W. Emerald Street. Suite t Bp, Boise, f O 83704 (208) 376•9700 12081 376•9103 fax , 04/27/2001 09:38 2087770499 POE ASPHALT PAVING PAGE 03 LIMITATIOIVS . ~ Our professional secvices have been pzrformed using the care and skill ordinarily exercised, under sinnilar circumstances, by reputable cescing firms performing in this or similar localtties, No warranty, express or +mplied, is made. This report has been ptepared for Poe Asphalt to be used as an aici in design or construction of a Class A plant mix bituminous pavement. This is not a bidding document, and any contractor or client reviewing the test data must draw his own conclusions regarding specific construction techniques to be used with these materials. The data furnished represent only the results of tests performed on specif c samples. The data has not been evaluated in terms uf the engineering criteria or specific construction methods. Kleinfelder personnel will provide technical assistance during the submittal, approval, and production usage of the W upon your request. If you have any questions or need additional information, please feel free to contact our Boise office. Respectfully submitted, KLERNFELDER, IlVC. Co r Lar's L. Colberg Supervisory Technician, Asphalt/Laboratory . ~ peul . asser, P.E. Macerials Department Manager - Idaho Al n aiutUdl ptdeaiorl to cliclne, iht pUb1ic usid oursclves, al1 rcporii ;►rc xubini►xed as Ilfc cJnlldenliQl 01'oflaCtv of our cliencc aiid ntuhotisnttosl Cor pvDiicntion of titateme~~t~, wiiclusio~u ~r e~urots liwn or regnrdiig uu~ rcpwts :ud retu'~eci pending our w~itt+n approval. S,niples will be dispoaed of oSier ►atting iy commlaad unleea othu• uIrengemente ore agreaf lo i~~ twiting. Copyrigllt 2001. L:UQ011Projoou%3Q62JaM3061R428.dat Pnge 2 of4 Febniaty 26, 2001 Copyriglit 2001 IJeiiit'elda. fuc. ~ , K L E I N F E L D E R 10221 W. Emerald Streec, Suite 180, Boise, iD 83704 (208) 376-9700 (208) 376-9703 fax , ~ , , , < J•i, - , ,~lll •r~ ~ - ~ ~ - - ~ - - ( ;~~~r~~~~'~_~~~~s7,; _._..~,s,~~ ~ _ _ x ~ , - , ~ , ~ ;'~p~~'~;~ • ~ r~,>~ ~ •,,T ~ ' , , ' ' . : , : ~ - • ' ~ ~ , ~~it~P~~.~~ a~~t~~t~~~~~ ~ rc~o°~~3~ =~~~~ik,~, . ~ . ' • rf SD, i , ' - ~ • 19:0. tsb~A I OU flOG s.S "Mktt., 56 83 ' ~ : ' _ ~ • ~ ~ 9 - ~ - 9S ➢a0 . _ 63 _ _ _ . - 2, z;o'mm:.l _ 45 ~ 99 3 41 '_~6 , °l. V " ~Dm,'~ z ~j 3 3 98 ~ i zs , ,f t ; r`ISu'.30 2 24 =BZ~ As : ~ . ~ ~ , ~ '.No_4?(? ~ ~~Sm~m " 2 --20- . I 53 ~1~--;~~ ~ 150 um f 2 ~ 13 I 16 ~ _ ~ . , ° Q 9 I i 0.3 I 5,5 ~ 16. 5 f'i~Ab I I I P x6 ~ > , . u v . ~ • ~ . -_,.~ti.... _..~-,u,_ . : ..r, ~ ~ " -4 w.. i, ~ ,r ..:c ~n . q.., ~'~i ~ ~i~.i~ . . ~ . 3~)Y~inCi ~T(~yij li~~ . . ~ ' • ~'.3,-.~ ~i r:rS~rJ~ ~~~'~}..~i 1~~. : ;~`,D~,~~~. , . . - . . _ . • , - ' ' . . : , - 1.030 Miri.~~ ~1•~_ , '-7'_ . . aii'{~ /q.~ .yA, • . • • . . . --~~~~~f'.101.~8.^., ~ . ~ .v.' ~ ~ F• : @. - - - ~ ~ne~. <~r~~~fY~ : . . ~ ~ ~ ~ ' 2674 . _ . . ~ . _ 2.655 I 2.658 ~ 2.693 + 2.69'7 2.695 2.725 ~ 2753 2.742 . 0.7 ~ I 2 ~ - - 1.0 I ~ _ 2.693 ~ ( _';~:~t'~R~•', . _ _ . - - _ - , _ . _ . ` ~ ~ , . ...o ..Y. " : ~ T'A$X,E N4. 2 LABORATORY TEST PROCEDURES ~~~(~.~'~Z~1ASFlt~'.f~;~~P/ ~~'~A %f1`~ . ~•~%1:'.}~.i~4~• ~s ~ • . „~•A,~~~S TV~~e•~~~Y`:'~-~~i~ •1 'Yi .Li i~~ 9M'~.~ ~I ~li ~;~i• >•~i '1' '.Y . ~ ~ ~ S::''r: • iiy~~<. :(1'~s.~i!.8~~ ~r~A~fr~it~l~~~L ~.~i. .;A~►'~~^'•1-`~j~R~'rt~2j.r a~i:.i~~• ~yM ~c' ir , '1 •.~•:s. •~'4A ~t~4~. ~ .;-~='4 i~~67.fV ~'tq'`~ ' ~ . ' . ~1.,~~V~~~~~~~ ' ~ ~ ' ~ ~ioi~~~P~ini~.1? t01 . "G t 252 , vt3x1..• . • : • , , . C-1 l 7 *Z'-1 Y f~'•',♦ ~ ~ •r-.~~,yt~i~:`;~ . , . . . . - ~ C-136 ( a-f-21 C-I28 ( "IT-84 C-1 z 7 ~x~~~X~t.` , ~ D-15S`I I T-245 ` ~ , ~<<;:~ . . f D-1561 ~0T-247 ~ ~ w "e~ uJ ~ «tq : t.~~ ~.se..wr . ' ii - - I': ~ ' ~~s~. r...;~~ :~•'~~.;~~~5-; D-2(i 1 9209 _4 D-2726 - - - - ~ a~e 166 ~ - - ~1~~ L d~Y•>•';:`.~>.~,~.~~?.mG'',' •:~~.~:~i . . ~ : D-3203 , pT-269 ' D-1O1S T- 165 :~~~~1,e? ~~~1~~•`-~ ' s' ,~~•~1~~~ D4867 T~sqNdelvoss ~;c~~ ~Fe ~~ssota - 1 .::lfl Y 2 ::1C'~^y' 1: . ,I ~ ~ ~ c. ~ in . 1 ~ " •i?. ~ . , ~(^l~. l~nb-~~: Q, s. iY~dit:.' 1.• ~IC 1GVf)i ~I ~b'~ s.- . ~ . ' _ 04/27/20bI b9:j8 2087770499 POE ASPHALT PAVING PAGE 05 ' . ftrll KlEiufELqErt TABLE NO. 3. ~ SUMMAR'X OF MTXTiJRE PROPERTIES Ax THE ASPHALT CEMENT CONTENT INDYCATED B'Y DRY WEIGHT OF ACGRIEGATE rt } ;~s;•a... ..y,.v:.•r :~'l~:w'r:. '~:.Ir.{ .f~.:lfM r' i„ tp' f ~ .:'fR :~s~ .:M+., ~~S"' ~a•~r::' 'f: "7.;r, 'h,r~c44'<'._n✓..R! ?o~cr •.~+i9` c. 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Emeratd Streec, Suite 180, 6oise, ID 83704 (208) 376-9700 (20,J) 376•9703 Fax ~ . ` 04/27/2001 09:38 2087770499 POE ASPHALT PAVING PAGE 06 ~ KLFtNFELDER Oesign Curves for Proposed Job Mix Formula (JMF) Unit Weight 160, 159 2564 . . 158 2548 2532 156 2518 155 2500 ~ 154 2484 c~° 153 2468 °J 151 3 2452 t51 2436 ~ . 150 2420 A . zzz_ ~ 149 2404 ~ 148 2388 ~ g 147 2372 ~ ~ Us 2356 ~ a 145 2340 ~ j 144 2324 8 143 2308 y 142 2-2sz ~ 141 2278 0 140 2260 a 139 ZZ: 2244 138 2228 137 2212 138 2198 135 2180 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.S 8.0 8.5 2164 % ASPHAIT CEMENT (AGG) Max Theo Unit Weight . 165 ' 164 2644 163 2628 182 . 2612 161 2599 - - - - - - - - - - - - 160 2580 ~ 159 2564 $ ' 158 2Sd8 ~ 157 . 2532 v, 1S8 2516 ~ 155 2S00 n 154 2484 g 153 ,Z468 ~ ~ 152- 2452 e~ U- 151 1436 : . u 150 2420 149 ?A04 148 2388 Z:p y 147 237T ~ 146 2356 145 2340 144 2324 103 2308 142 2292 141 2276 140 2260 3•5 4.0 4.5 5.0 224a 5.5 8.0 6.5 7.0 7.5 8.0 8.5 % ASPNALT CEMENT (AGG) , Plate #1 b4/'L!!"Lbbl by:~~ 'Lb~!!/b4yy POE ASPHALT PAVING PAGE 07 LFINFFLDER _ Design Gurves for Proposed Job Mix Formula (JMF) % Air VotdS 20 19 18 17 16 15 14 13 12 11 ~ a 10 L-A > 9 t~ 7 . ~ 6 5 4 3 2 1 0 3.5 4.0 4.5 5.0 5.5 8.0 6.5 7.0 7.5 8.0 8.5 °IoASPHALT CEMENT (AGG) ~ VMA 20 19 ~e ,7 ,s ~ 1s m ~ ~ . 49. 1a . LV ~ 13 .s ~ 12 8 ~ 11 FT- 10 3.5 4.4 4.5 5.0 5.5 e.0 6.5 7.0 7.5 8.0 8.5 % ASPHALT CEMEN7 (AGG) Ptate #2 ; 04/27t2001 09:38 2087770499 POE ASPHALT PAVING PAGE 08 , • KLFINFELDER Design Curves for Proposed Job Mix Formwa (JMF) Stabilometer 60 50 40 ~ 30 ~ ~ Sw E 20 0 ~ ~ N • 10 0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 °lo ASPHALT CEMENT (AGG) ~`Ptata #3 , , - . o~~6EHEq,q~c ~ Oy W."')RTHWEST 1Wr,ff o - ~ SOILS, TESTING & INSPECTIOIY March 30, 2001 STI W.O. # S-000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Nir. Randy Stronks Re: Hanson East, Construction Summary March 26, 2001- March 30, 2001 Continental Contractors: Contractor Hanson Industries: Developer . Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction acdvity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed by contractor this week requiring STI observation. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northw st ~ ric ster, P.E. cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File ~ , 707 W. 7th Avenue,,Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax'(509) 458-6844 t ~ ~ I ~ v 1rff7 NORTHWEST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal - Dafe: April 2, 2001 Phone No. 477-3604 W.O. No.: S000194 Fax No. 4774715 To: Spokane County Utilities Department 1026 W. Broadway Avenue Spokane, Washington 99260-0170 Attn: Billy Urhausen Re: Hanson Center East Transmiita/ of the Fol/owinq: Pre-Paving T.V. Inspection Notes: Billy, Hey you! I was told that we have already requested a pre-pave Hanson Center East, but that it was not completed. He said that you guys only got to 2000 feet and that it is ready to be finished. Thank you, Chany 1:STltransmittul-v I-11l99 • : SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OPERATIONS IfVSPECTION REQUEST FORM ~ • • DEPARTMENT- . INSPECTOR FROM: PROJECT NAME: ~ . PROJECT REQ EST FOR: PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION Optional inspection, unless otherwise requested will indude the same as post paving inspection. ~ POST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-N INSPECTION Required inspection prior to acceptance, inGudes complete video inspec6on of all lines for: 'cleanliness •stub /ocations 'identifying any faults 0 POST-PAVING MIANHOLE INSPECTIONS SPECIAL INSTRUCTIONS: ~ l . CONTRACTOR: ~ BILLING ADDRESS: (If New) FIELD INSPECTOR: RADIO NO.: (include drawing of all lines and/or manholes requested) A ROUTE • UTILITIES . . PLANNING • DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: 13 DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE AND ROUTE • UTILITIES DIVISIO "WASTEWATER OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: El ASAP ~ WHEN POSSIBLE El OTHER: DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3/10/00 E ~ G ~ 7v ',gooo) 94 Apr 02 01 01:12p ~?I Plorthwest [509)534-9755 p-2 StPOKANE COUNTY UTILITIES DIVISIQN ~ WASTEWATER OPERATIONS ~ INSPECTION REQUEST FORM . . - . DEPARTMENT- . fNSPEC DATE. v FROM: PROJECT NAME: ~ ' PROJECT i RE4 EST FOR: ~ ' PRE-PAVING ~.V. INSPECTION ~ CNECK HERE FaR RE-TV INSPECTiON , OpUonat lnsp 'on, unless oihervvise requested will indude the same as post paving inspection. ~ POST-PAVIN T.V. INSPECTI4N 13CHECK HERE FOR RE-N INSPECTlON ° ReQv'tred insp~ctian prior to acceptaace, indudes complete video inspection of ali Ilnes for. - ; `deanliness "stub locagons 'identilying eny faults ; Q POST-PAVIN MANHOLE INSPECTIONS ~ SPECIAl. INSJCRUCTIONS: lj"~ t I ~ -8&. . / ~ I - i - 244poz 11 PA*" 04044401419, + i FIN115( rv u t~+' ~~7 f I ~ CONTRACTOR: . , ~ 81lLING ADDRESS: ° ~ (If New) :hkt CmVo FIELD INSPECTOR: ~ RAOfU NO.: (lnclude drawing ~ f all lines artd/or manholes requested) • •O • UTiLITIES • ON "SEWER PLANNING AND DESIGN" PROJECT NAME: .rr-JrLiv, " ACTIVIZY 44 W JOB#: l l='° 47 - PLANNING # -7-5° 0=s ATTACHMENTS: ~ DRAWING OF REQUESTED ~ ORAININGS AT ~ EA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELb OFFICE DATE FORWARDEO:' ~I BY: Q)(LU DATE RETURNED: , . • D ROUTE TO UTILITIES DIVISION "WA • - OPERATIONS" - ESSUE DATE: A4) p'67~ FILE NO.: JOB NO.: b I 0, V ` VHS TAPE NO.: ; E] ASAP i~ WHEN POSSIBLE OTHER: ~ ~~t c f ~ ~-r ~'o ~ ~ ~••^~i - a. . ^'r. ~:ti{~uu.,,... _ A~ : . - • _ • ~ - ~~~7:~~. -:_a.~ e 9'. ~ : ' J.~ 'I~ ui.~ ~ ' ~~4aC.~.~ 1~'w1 • R].::.°1C t ~ 1'~~ ~ , » .S y :i "9i si ~ •'Y- ~ . 6 t._.y~ ~F+.' ~ ~~Q~.~r ..r _ ,yi 1 T1~.ZL.,YLy :IiI • ~^~"p:• R • ^ L ~ ~-t Ii l~ ~ L l fY ~ ~i~ i . _ i• - ' • ~ - 1•d , . ~ i vt_ ic ~ ~~t17.: . 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" ` - '..,a~ . .a~~e..~_~.. ~ 'r~ _1 ~6 ' ' • - t E.-- " • ~a . a' ~~.:j e.~,~__ • + _ • „ v ~ -sc ~ a~ _ ' l( , ~ I " 1 ' . . ; ~ : 1 - - - - - - ~ I4 l ~ S ~ ~ • conflnenta! ccnfracbrs, , nfne mlle faNs, WA 99026, Tel:, Fax: hanson cenfer east.mdb / ~ date ~ TeAe M ~ Irom Manhok ~ lo Manhole ~ Obseroatkn Posltlar► ~ VCR CouMer ~ Sectia ~ 1' 04I12/2001 ~ 982 ~ 168/13.1N ~ 184,8112.9J Tee, at 10 o'clodc, dlameter B in 141.3 ~ 00:04:38 ~ 10 21 04/12/2001 1 982 ~ 166l13.2N ~ 184.8112.9N ~MantroQe . 398.2 ~ 00,13:24 ~ 10 a 31 04l1212001 1 982 ~ 164.8H2.9N ~ 183.8112 6N ~ Tee, 01 Q2 o'dock, diameler B fn 115,1 ~ 00:16A8 ~ 11 41 04l12120011 ~ 982 ~ 164.8112.9N ~ 163.8142.6N ~ Tee, al 10 o'clock, diameter 8 in 383.3 ~ 00:24:50 ~ 11 51 0411112001 ~ 982 ~ 184.8112.9tJ ~ 183.81126N ~GAenhofe 398 ~ O6;25,33 ~ 11 61 0411212001 1 982 ~ 163.6112,6lV ~ 182,4►12.5N Tee, af 10 o'Godc, dlameter e in 318,5 ~ 00,35,12 ~ 12 71 0411212001 ~ 982 ~ 183.6112.6V ~ 182.4f12.5N +Manhole 360.3 ~ 00:37:28 ~ 12 81 04117J2001 ~ 982 ~ 182,4112.SN ~ 161.5/12.8N Tee, at 10 a clacc, diampler 6 In 123.6 ~ 00;41:22 ~ 13 91 04112f2001 ~ 882 ~ 162.4112.5N~'9 ~ 181.5112.8M~is, c~iifftgYll~d~Q'' ~ ~ 133 ( 0 4 2 1 8 1 3 ^ 10' 04112/2001 982 162_4H2,6N _ ~ 181.5112_8N ~ Ma~thole _.r ~ ~ 301,8 ~ 00.43:44 ~ 13 Tl 9a~ fsf,S1iTF1r ~~180,8f 13NW'~bris. CWl1g needed-Irom mh lo here 7 ~ oo:a3.s2 14 121 04112/2001 1 982 ~ 181.5/12.BN~$~ 160,8113N 0-71,1WIlliis,tg~ed ~ 43,8 ~ 00:45:46 ~ 14 731 0411212001 + 982 ~ 181,5112,8N ~ 160.8l13N ~ Tee, a110 o'clock, Ciametere in 179 ~ 00:49:25 ~ 14 141 04112l2001 ~ 982 ~ 181.SN28N ~ 160.8/13N ~ Manhale 242.7 ~ 00:51:42 ~ 14 151 0411212001 1 982 ~ 164,8113N ~ 159.1f13.3N ~ Tee, at 10 o'ebck, Eiameter6 in 161 04H21200t 962 46J ' 00:53'29 ~ 15 ~ ~ 180.9113N ~ 159,7113.3N ~ Tee, at 02 o'cbck, diameter 8 in 149.5 ~ 00:51:00 ~ 15 171 0411212001 1 982 ~ 164.8113N ~ 159,7H3.3N ~ Tee, at 10 a'cbck, diameter6 in 303.2 ~ 01;02.37 ~ 15 181 0V12I2001 1 982 ~ 160013N I 159,7f13.3N ~Manhole 367 ~ 01:05'15 ~ 15 191 0411212001 ~ 992 ~ 159,7N3,3N ~ 159113.5N ~ Tee, at 02 o'clock, diameter 4 In 39,1 ~ 01:06:30 ~ 16 201 04112/2001 ~ 982 ~ 159.7113.3N ' 159113.5N ~ Tee, at 10 o'clock, diameter 8 in 211 04l1211001 1 982 ~ 159,7113.3PI ~ 159113,5N ~ Mlanhole 103.8 ~ 01;OB;53 ~ 16 231.8 ~ 01:13:15 ~ 16 T tip ~ } . z e. u Y f]. LO m 'cak'2 a.. So~<;- ~ ~L~ CLVAj ~ ~ 5 l~ m ' 7-b ~ . m LL ~ CL ¢ I I I I I ~ I I hartsoncentereasl.mdb 1/ Page:1 . CA) ~ U-"1 VVUi7 L3 - ? Z90 77 - 7 s4 ~ -3 04/03/01 14:30 FAX 509 958 6894 CI.C Associates, Inc. 000I. C = 40 --~~~~::~q CLC Assoc[ates, lnc. 707 W. 7th Ave., Ste. 200 Spokane, WA 99204 ~ Spokane, WA - Denver, CO °',~"'`'°'`°°""'',~"~`""°ri"~``"°"~a•~'~"r`~..'""°'"""'''°"° ~ RECORD OF CONVERSATIU'11 ProJ'ect # `(W573 Name: 4alt46-7,1 Date: 4103l0 l Phone M ~ Meeting Page l of ! Person Calling/Called: Meeting at: 1'hone No.: aZ~ "5~57' Attendces: Subject: F6elL---"' fiCYr+z-- w1'i.a-P.4- ca%4 _.J ad~ ~ - • ~ l1~ ~ C9~~ ~ -~t~ --?U ~ • I/1/L4Vt ~ 01AVI 2~k~ C~►,,~j/v1 • ftiCA'' uAlk~ . 1)-~=b be%dt--f- ,e c.f2.- c..,u ~ ~MA-C, _TMd. 'D~ ' kA~ 6n-e c*.eA w T3vc,u z,- al,-spo 4+1 a ~ ~ ~ Le 4-6 lae, T--> l-a~ e_a-d_ a~ ~&44-n , r ~ 4/0-&0l ~ ` ~ Attested By: :•/~OGENEI~ - o ~ ~ ~ ~ NORTHiNEST fofq,~~~`~ ~ SO/LS, TEST/NG & INSPECTION April 6, 2001 STI W.O. # C-70-S000194 CLC Associates, Inc. 707 W. 7' Ave. Suite 200 Spokane, WA 99204 Attn: Ms. Susan Murphy Re: Hanson Center East Curb and Gutter Base Evaluation Dear Ms. Murphy, As you requested, we are submitting to you our soil analysis, opinions, and recommendations regarding the proposed elimination of the planned crushed rock below the curb and gutter for the above-reference project. The current proposal is to eliminate ~ the crushed rock from below the curb and gutter. The curb and gutter would be poured directly on the native soils. Soil sampled from the Hanson Center East site as part of the analysis is representative of that found on the project. A sieve analysis was performed in accordance with ASTM C- 136 test method. The results indicate that the native material consists of fairly clean, well graded gravel with silt and sand (GW-GIV) as shown on the attached laboratory report. The gradation is fairly typical of the Garrison Gravel deposits. The attached laboratory report also has the upper and lower limits for top course as defined in the Washi.ngton Department of Transportation Standard Specifications Section 9-03.9(3) for crushed surfacing. The data shows that the native soils have a similaz grain size distribution as the crushed surfacing. Based on the data obtained, it is our opinion that the native soils will provide adequate support for the curb and gutter and will exhibit performance characteristics similar to the crushed rock. However, the native soils contain cobbles and boulders which could affect the curb and gutter if present in the subgrade. We recommend that all particles in excess of 3 inches be removed and replaced with a 1- to 2-inch bedding of on-site screened fines over the native subgrade. The screening process will reduce the potential for the curb machine to "jump" during trimming and placement. Provided the planned curb and gutter is placed on material having the properties as tested in this report, the planned curb and gutter should perform as expected for its intended _-service life. This analysis only pertains to non-traffic bearing curb and gutter, with all driveway approaches constructed on an appropriate crushed rock base. 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~....b..,. _ . w....;.. j.. CLC Flssociates, Inc. STI W.O. #C-70-S004094 Hanson Center East Apri16, 2001 STI Northwest Page 2 ~ REMARKS Services performed by the geotechnical engineers for this project have been conducted in a manner consistent with that level of caze ordinarily exercised by mernbers of the profession currently practicing in this area under similaz budget and time restraints. No warranty, expressed or unplied, is made. The content of this report and supporting documents aze for the exclusive use of addressee. Please give me a call at 534-9711 should you have any questions regarding this matter. . Sincerely, . STI Northwest P o~ w Bruce A. Howard ~ 37= Vice President ~ ~TAL Y-/a- 8/ ~ EXPIRES: . ~ Paul T. Nelson, P.E. Geotechnical Engineer Attachment: Grain Size Analysis Curve l l eUbah/ptn/ckb;j:\documents12000\s100.s 1991s0001941c&gbase d U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS ~ HYDROMETER 6 4 3 2 1.5 1 1/23/8 3 4 6 810 1418 20 30 40 50 60 100140 200 100 - 95-- 1 1 1 I t I 1 1 1 J 90 R~1 w 1 1 ` 1 I 1 I I I I 1 1 I ` I 1 I 80__ I 1 1 I 1 I I 1 1 1 I 75__ 70__ ~ _ - 65 ~-T---- ~ ---T- ------T- --T---- = I~ sQ - ~ . ~ ~ - ~ ~ ~ 1 1 I I 1 I 1 1 1 1 I ~ 1 I 1 y. 55 ~-T---- . T-- --T---- m (iJ 50__ Z U. I- 45 •-y---- ~ --i---- Z W V 1 cr 40-- ~ ~ -----L -----1- ~ W a 35 --1---- ' -----L. \ ____t_ __1__-_ 3p ' - ' - ~ 25-- -'y--~-- ~ -'---t-- ~ -'T---- i ZO 1 1 1 \ 1 ` 1 15 - - I 1 1 1 I ~ 1 I 1 I I 1U 5 --y---- • -----y-- ~ 0 ~ - . ~ - ~ - ~ - 100 ~ 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine I coarse I medium ~ fine Specimen Identificafion ~ Description of Materiai ~ LL ~ PL I PI ~ Cc ~ Cu 1 583 1.0 ~ GP-GM - Poorty Graded Gravei with Silt and Sand 1 11.44 111.23 m I LOWER LIMIT 1.0 10.66 115.04 A UPPER LIMR 1.0 11.59 138.22 ~ I I I I I I I 1 1 I I I I Specimen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~%Sand ~%Silt I %Clay • 1 583 1.0 ~ 25.4 ~ 7.354 ~ 2.637 ~ 0.655 ~ 54.6 ~ 38.1 ~ 7.3 ~ m ~ LOWER LIMIT 1.0 ~ 19 ~ 7.172 ~ 1.507 ~ 0.477 ~ 50.0 ~ 50.0 ~ 0.0 QA ~ UPPER LIMIT 1.0 ~ 19 ~ 2.867 ~ 0.584 ~ 0.075 ~ 30.5 ~ 59.5 ~ 10.0 ~ GRAI N SIZE DISTRI BUTION ~ Project: Hanson Center East ~ Location: cn JWTff NORTHUVEST Number: c-70-S000194 cn oy /o~ G~tl~C 9 - ~ ~ NORTHWEST ~ g - • ~AME~~a • . . SOILS, TESTING & INSPECTlON April 9, 2001 STI W.O. # S-000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary Apri! 2- April 6, 2001 Continental Contractors: Contractor ' Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information conceming the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for ~ J informational use only. • No work performed by contractor this week requiring STI observation. • Soil sample taken to analyze for proposed curb and gutter design change. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwe K*ester, P.E. anson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File ~ , 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 04/12/U1 1'f:'L5 H'AX 5Uy 458 5899 CLL ASSOClgt@S. 1nC. lo pUj . q . . . . . . . . . . . • i~ _ . . . . . . - - . . . . _ . ~ . _ - - . PM . . . . . r . ~ . . ..'w n t ~ . . . . . . . . _ . . : . . . . ~:s~so:~:~'t~e:s:::X::i~~~cl:;: k:e00. )8:~840:;~:::..::.: . . . . . , . . - . . - ~ e~:."~...Gt3::::;;:::...:....:: ~ : . . . . . . . .`i...►e:s. . . FAX TRANSMITTAL DATE: .............:.:..`f t.....:......................:...... ~ PAGES~..... ~j :.......INCIUDING COVER SHEET...... . .G.. T0= FAX: . ~ . . . COMPANY: PHONE: w~nx.v~.~~nw~n xtitcw~.~n n~.w~wn. .w.4nvv'w+~n~~xW.w.vw w.nw~Mw~ n'nNAV17`w~wW'nY.v.~.•W~.w~v.~/C+~rn• . . w . FROM:.... ~OB~ . ~~`3 73... . . . PROJECT ORICINAL IN MAII: O. YES O NO ~ fVOTES: . . 'Q- - - , . ~ -;101 ,U 7`7/,e,4 dle % 441" _ A-7CJ 05 )ae , ~.ot u►Qi vta , rt, . . . . - . ~ 1 . 41, . , , f ~ . . , f . I _ . ~ . ~ i Conffdentidlitv Notice This dxument(s) accompanytng this fax transmisslan contaln(s) inbimation, wTtch is con(ldenttal and privdegecl. 7his lniormation is intended to be tor the individwl or entity set forth above. If you are not the Intended reciplent piease be aware thai any discluswe, coQ!rmg, dlstribution or use of the contents of this iniamatlon LS prohibiied_ Thank you. vti 1G/ V1 18. L'J f'H.A JU.`f 400 0044 VLIi NJSUl;1ri1,C~. llll:. Igj UV'L FROM • HPNSON FAX N0. : 509-922-5 rz>7 Apr. 12 2001 02: 1zPM P2 ~ MU1VY MEMORAN Date: April 12, 2001 To: Neil O".K,eefte, Vandervert Construction .Tim Holicn, Vandervert Constructian From: Bob Boyle. HmZSOii Industries, Inc. 922•5252 (offict) 922-5757 (fax) Re: East Indiana Curb & Paving Schedule We arc confirming the z;c:hrdule for the construction of lndiana Avenue. We will need exclusive usa of the future rcktd for theae days. Any unpecliments wi11 dclay the opening of the road. April 16 & 17: Curb Installatinn , . April 18-20: Prepare Subgrade - Apri123-26: Base Rock and 1'AVing ~ There will be no sccc3s.ti along Isasz Indiana fmm 4/23-4/26 su as not to deiay the base rock and paving installation. Thanks for your cooperation. C: GoIItinental Contractors POE Asphait Cumpany . 04/12/01 TBU 55:14 (TX/RZ NO 74591 ~ - ~ o NORTHWEST ~ SO/LS, TESTING & INSPECTION April 16, 2001 STI W.O. # S-000194 Spokane County Engineer's Oflice 1026 W. Broadway Spokane, Wa 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary April 9 - Apri113, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general constructioo activity that occurred on site during the time listed above. This letier is not intended to replace the construction daily report produced by STI Northwest or its staf~ but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use ~ only. ~J • Contractor continued work to mandrel test sewer main line, prepare subgade for curb and gutter. • Contractor placed rock base under curb and gutter between west tie-in and Marriot per plan. • Proposal sent to County for reviewlapproval for rock base change under curb and gutter. • Densifiy test performed for subgrade and rock under curb and gutter. No major deficiencies to report at diis time. Ifyou have any questions or comments concerning any oftfie items listed above, please feel free to give me a call. Sincerely, I S Nort est , Er' ter, P.E. P ject Manager cc: Hanson Industries - Bob Boy1e Continental Contractors - Dan Burgener CLC File STI File . 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 ~ lqjpp ~ ~ NORTHINEST 0 3628 E. Ferry Spokane, WA 99202 (509)534-9711 Fax (509)534-9755 FAX TRANSMITTAL DATE: Apri125, 2001 PAGES: 2 INCLUDING COVER SHEET To: Steve Smitherrnan FAx: 276-3403 COMPANY: Continental Contractors PHONE: 276-3402 FROM: Eric Lester ,108 NO: C-70-S000194 PROJECT Hanson Sewer ORIGINAL IN MAIL: ED YES r NO NOTES: Steve- °`►s we discussed this AM please fnd attached the pre-pave T1/ for Indiana showing some ~~ebris to be cleaned up prior to fnal TV. As indicated, debris is between MH's 7 and 9. Let me know when paving is scheduled so we can reschedule county's post pave TV. We are currently set up for Monday 5/30. Eric -7 STI fle ; . Confidentialitv Notice This document(s) accompanying this fax transmission contain(s) information, which is confidential and privileged. This information is intended to be for the individual or entity set forth above. If you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of ihis information is prohibited. Thank you. Jftstifaxform -v1.0-4100 conNnerttaJ confratbrs, , nine mAe lalls, WA 99026, Tel:, Fax. hansan eenMreasLmdb IDate I rape w ! rrom Afa,nate I b x&ih*M I observArron y~ ~ Pos(Uon ~ VCR CouMer ~ SecUa m 1+ 04/1?J2001 ~ 982 ~ 166f13.2N ~ 184.8l12.9N ~ Tee, ef 10 o'clodc, dameter B fn ~ 141.3 ~ 00:04:38 ~ 10 ~ 21 0411uzool ~ 982 ~16sn3.2N I iaa.snz.er! ~ananhola ~ 3e6.2 I 00:13:24 ~ 10 a sI oanvzool ) sas ~ w,8l12.9N ~ 1183012,eN ~Tee,e+a2 o•aock,dameterBin ~ 115.1 I 00,18:48 ~ 11 41 04/1212001, ~ sez ~164.e112,9N 1183.6112.eN ~Tee. e110o'tiock,dlameter6ln ~ 383.3 ~ 0024,50 ~ 11 51 04/12l2001 ~ 982 ~ 1640129N ~ 169.8112.BN ~Ma"e 396 ~ 00,25:33 ~ 11 e1 04/121200t ~ 882 ~ 163,6I12.8SV ~ 1824112.5N ~Tee, at 10 o'dock, Ciameler8 In 316.5 ~ O0,36;12 ~ 12 71 0411 V2001 ~ e82 ~ 1a3.Wl2.6v ~1e2.4r12.SN Manrole 3e0.3 I oo:srse ~ ,i 81 0411Z42001 1 962 ~ 162.4/12.SN 181.Sf12.8N Tee, a110 o'dcdc, diameler8 in 123.6 ~ 00:41:22 ~ 13 91 04712J2001 ~ 992 ~ t82.4112,5N~~ l81,5~12.BNric, ~ri~ft~1'td~d' • ~ ~ 133 ~ 00:4218 ~ 13 101 0411212001 ~ 982 ~ 162.4112.5V ' l8t.5J12.BN ~ManMle 341.6 ~ 00:43:44 ~ 13 g82- `fibf9in ' t80.8(13N-bra; Coft needed-trom mh (o here ~ - , , 7 ~ 00:43:52 j 14 12~ 0411212001 ~ 982 + 181,SN2.9N 160,8H3N r7 1.06tis,~ '~fn~ii~led ~ 43.8 ~ 00:45:06 + 14 131 04/12I2001 ~ 982 ~ 181,5112,8N ~ 160.8/13N ~ Tee, a110 o'clxk, diemeter 8 in 179 ~ 00:49:25 ~ 14 141 04112J2U01 ~ 982 ~ 181.5J12.8N 160.6113N ~ Manhob 242.7 ~ 00:51:42 ~ 14 151 04/1?12001 1 982 ~ 160,8113N , 159.7113.3N +Tee,ai10o'cbck,Eiameter6ln 48.7 ~ 00;53:29 ~ 15 161 04l1212001 1 982 ~ 180 8119N ~ 159,7113.3N ~ TeO, at 02 o cbck, (flameter 8 In 149.5 ~ 00:87:00 ~ 15 171 0411212001 1 981 ~ 160.8113N ~ 159.7113.3N ~ Tee, a! 10 o'ctock, cfiamater 8 In 303,2 ~ 01;02:37 ~ 15 181 0411212001 ~ 982 ~ 160.8M3N ~ 159.7113.3N ~Marthok 367 ~ 01:05:15 ~ 15 191 0411?l2001 ~ 982 ~ 159.7113.3N 159l13.5N ~ Tee, at 02 o'dock diameter 4 in + 39.1 ~ 01:08:30 ~ 16 201 041121"L001 ~ 882 ~ 159.7113,3N 159113,5N ~ Tee, at 10 o'dack, dlameler 81n ~ 103.6 ~ 01:08-63 ~ 18 211 04N212001 ~ 882 ~ 159.7113.3N ' 159l13,5N ~ Manhofe ~ 231.6 ~ 01:13:15 ~ 18 -7L~ ~ { . Y ~Ip ~ ~ } . Z r : r ~ u ~(~.1.~~' S. [ + I . Y a cn E a 5-14eW m ~k ~..~i~l~U t,~vI 11AZ21OT-r / a m n ~f3 Lwj c. F Uwk..!z-/ N 4-, ~ ~ ¢ hansa►centereast.mdb l/ Pege; i u) ~ g 77- 7s43 CLC Associates, Inc. 707 W. 7th Ave., Ste. 200 Spokane, WA 99204 a s Spokane, WA - Denver, CO Plamt►a E►gbmdw. A^~itoauro, La,,g ArcnttoeWm, La„d Survaylng - ` - l RECORD OF CONVERSATION Project # c-lb-pcc~~ 4 4 Name: 6R« Date: A2s/o 1 E14w6w s-evm ~tsp. Phone N ~ Meeting Page ~ of 1 Person Calling/Called: F.A~ Ga~tlOo4 Meeting at: Phone No.: 4 77 -7S 4 3 Attendees: subject: 4Zesc"muLz- poor- P&,vF- -Tv fag. HArjso4 tv 4 1t~~,► -m 2P-scNoO u L.F po,s-T, )o,av E -rt/ fl,F >NOiA a/,4 ~ 77&- /~v I/oqzcZ . gel_ Ac k~WL.6b&e0 GvEWNsr404y . ! T_!/. GL4T~. • ~ ~ Attested By: CLC Associates, Inc. 707 W. 7th Ave., Ste. 200 N0 i - L Spokane, WA 99204 i : Spokane, WA - Denver, CO Planning, Englneering, A►ehnExture, Leridscaptng ArCAltecturo, La„a su►veytn9 RECORD OF CONVERSATION Project #C~;b -,Soooj94 Name: AANsc,ov C.trryz Date: 52~4/6 ~ Phone I I Meeting Page / of I Person Calling/Called: P,.AND 4 mwe."g.aL Ccx,"-tAl s' euue-z~ r Phone No.: A? 7-'7 Sq 3 Attendees: Subject: ?asT- pAViE T)/ INoVc~ A &_UT J?,!~J-r- PAvE 'fU Crv --riV0.,-,V/A. -90r=Lt- iivoZrr- 7-V ccvnpLEM&v _ uuILL c ` ~ . ~ Attested By: . _ 7 02/06/01 15:.5/ t'AA 5V7! 4a0 oO4Y na5v~..tcst. ca. iiiU. 4w~vJL ~ . . . , ~ - • - - ~ , , ~ . . : : : . . . . . ~ : ~ . _ _ • I - , ' t:-l~:: • - . ` - •..:3::..' a "d Z e ~1 ~..o ~J . , _ . . rl _ .a . .i.'~ • • ( • `.~:~r~~:::;f~►;-0~:001:94:B:S;~:~:~~~r:. ~ ~ - : 'm<`~E~~ - t`a0RTHVVESI . . . .h : . . : • . . - ~ - . . . . . . F TRAN MI A DATE: . .l~..l..P.. t PACES:..... , Z........I NCLUD . .P1SA.. ro: FAx: . .i........................... r o~............................. ~ ~ : ~ ~ 5c~►~. , COMPANY: PHONE: ,M....._n,.. ~...~.a.... .r..K....«_,,...s..,,......~.,.. ~ s~. 1.•M.WXMV L , r - - . FROM: .....5.......~~~~~:. ...~OB:........................................... ~~-7~ . PROJErr ~.f,Y• , ORICINAL IN MAIL: O YES ~ NO NOTFS: ~ ~ . . . ~ ~ ~ ~ • :~srL•~"C~it oA'e- . ; ConRdentialitv Notice - • This documnt(s) accompartiying this fax transmisslon corttaln(s) Intortnaoon, which is confidential and privileged. This Mformation b Wended to be icr tlw- idviduaf or erdity se1 forlh above. tf you are not the intended recipient, ptease be aware that any dlsdosm, copyirtg, dtsblbuilon of use ot the conte,rtts oi thts ~ infarmabioh is prohibfted. Thank you. ' , co,,.ra..coa,r.e~►oe.tr.dc~+ . i;~~ ~ ' °,~,k~'~•..~.,*r~'.: ~ti~7 a; ? y'3"p.i: - 'f~; • a =:•~~v:4~~',:~`d::~'~F~ : ~",~,~1 , ~ ...O....C..IW t.,.C..~, K - ~;-February 6, 2001 CLG #98573 v' f•:;t 4:e ~c','~ '1' ,r~cj. r•~ • ff Continentai Contractors 4 ~r P.O. gox 454 - Nine Mile Fails, WA 99026 Attn: Dan Burgener r Re: Hanson Center East Sewer Stubs - . . ~ Dear Dan, In response to your cali on Thursday, 2/1/01, regarding the installation of 8" sewer stubs on this project, I. spoke with Billy Urhausen at Spokane County Utilities, and his direction was as follows: For all sewer stubs, those already installed as well as those not instalted, they ail must be set at the 10 o'clock or 2 o'ciock position on the main, at a 45 degree angie. If the stubs already in have not been installed in this manner, they need to be dug up and reset to this specification. ~ , - t..• 5' -L~<a1~~ ~4 a'b . . . ' ~ ~ .1= AIl sewer stubs must be installed with the 186 x BM tee and a 8M x 6M reducer, . and then a 6" stub extended from tlie reducer. . Billy indicated that the TV tape wili show any deviation from this, which would ' _ then have to be conecied prior to acceptance of the system. ; . - . If you have an y questions, piease give me call at 458.6840. Thank you. Sinverely, CLC ASSOCtATES IHC. Susan Murphy Project Manager skm cc: file Bruce Howard, STf Spokane county Utilifies, Bifly Urhausen ~ " ~ t ~ r ' JWTJ NORTH1NEST 3628 E. Ferry Spokane, WA 99202 (509)534-9711 Fax (509)534-9755 , FAX TRANSMITTAL DATE: M8y 7, 2001 pAGES: 2 INCLUDING COVER SHEET TO: W. Billy Urhausen FAX: 477-4715 CoMrAM: Spokane County Utilities pHONE: 477-3604 FROM: Eric Lester JOB: C-70-S000194 PROJECT: Hanson Center East ORIGINAL IN MAIL: IR YES ri NO xMs : Billy- . , - . , wttached is letter requesting re-post pave TV of sewer main on the Hanson project.Call me if - there any questions. Eric Lester cc: ST! ftle . , , - Confidendalitv Notice This dflcument(s) aocompanying this fax transmissbn contain(s) information, which is confidential and prnrileged. This information is irrtended to be tor the ind'nridual ar entity set forth above. If you are nat the irrtended recipieM, pieaise be aware that any disctosure, capying, distnbution or use of the contents af this infamation is prohibiied. Thank you. J:lstifWorm -0.0-4100 ti .-J , ~6EHERq~co y ~ - ~ 0 ~ NORTHWEST ~ ` -SO1LS, TEST/NC & INSPECTION May 7, 2001 STI W.O. # C-70-S-000194 Spokane County Utilities Department 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Billy Urhausen Re: Hanson Re-Post Pave Sewer T.V. Dear Billy, With regard to the above referenced project the deficiencies encountered on the initial post-pave television • inspection of the sewer main will be corrected by May 8, 2001, per Continental Contractors' Dan Burgener. As discussed we would like to have the second post-pave T.V. inspection performed on Wednesday, May 9. Please inform this office of the scheduled time for the requested work at your earliest convenience. . ~ - Should you have any questions regarding this issue please call Bruce Howard or me. Sincerely, STI Northwest t ~ ; , Eri ster, P.E. P ' ct Manager cc: Mr. Bob Boyle CLC File STI File . . , J:1Documents\200015100-51991S0001941Ete-Post Pave TV.doc 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 , ; - - . ; 7NORTHWEST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX 509 534-9755 Transmittal Date: May 7, 2001 Phone No. . W.O. No.: C-70-S000194 Fax No. 276-3403 To: Continental Contractors PO Box 454 Nine Mile Falls, Washington 99026 Attn: Mr. Dan Burgener Re: Hanson Center East Transmittal of the Followinq,'. Hanson Post Pave Sewer T.V. - - Notes: cc: Bob Boyle - (fax) 922-5757 J:STitrensmittal-v.1-1 1199 i i ' G-70 , contrnentaf conl►actas, , nine rrrife falls, WA 99016, 7el: , Fax: hertson cenler easl.mdb Sectloo from Manbole I to Manbole ~ Secllon /enQfh ~ Dafo I Observalion ~ VCR CouMer ~ Ot 1 1 159113.5N ~ 158.2l13.9N ~ 293,6 ~ 0Sr0312001 ~ Tee, a110 o'dock, diametet B in . ~ 00:01;28 ~ T 21 1 1 159113.5N I 158.113.9N ~ 293.8 0510312001 I Tee, al 10 o'dodc, diameter 8 in ~ 00;0523 ~ T a 31 1 1 158113,SN I 158.2l13,8N ~ 293,6 0510312001 ~ Manhde ~ OD:01-04 ~ Mh 41 2 1 158,2113.9N ~ 157.4114.5N ~ 325,8 ~ 05l0312001 `7ee, a110 o'Gock, diameter B in ~ 00:10,06 ~ T 5+ 2 1 158.2113.9N f 157.4114.5N ~ 325.8 I 051W2001 ~ Tee, at 02 o"dock, diameter eIn ~ OO: t 1:10 ~ 7 61 2 1 158.7113 9N ~ 157.4114.5N ~ 326.6 ~ 05f0312001 ~ Tee, at 10 o"cdock, diameler 8 in ~ 00:16:12 ( T 71 2 1 168.1113,9N ~ 157.4114.SN ~ 325.8 ~ 0518312001 I Manhole -4 j} L'b 41i ~ 00:17•53 ~ MF B 1 3 1 15-1.2114.8N ~ 157 3114,8N ~ 71.8 ~ 05/03/2001 ~ Debns, deaning needad ~ 00:18:03 Of 91 3 1 157.2/14,8N ~ 157.3/14.8N ~ 71.6 ~ 05lail2001 # Manhole 00:19:26 I MF 101 4 1 157.4l14.514 I 1512/114.614 ~ 70.8 ( ObI0312001 ~Debris,deaningneeded L(- 00:17:39 S DE ° _ ...___ti •..._..__.a_'._._. _ `157:41TC5N"'_ .W-_ 12 1 16 ~ 159.7113 3N ~ 159113.5N ~ 231.8 ~ 05I03I2001 ~ Tee, at 02 o'clock, diameter 4 in ~ 01;06,30 ~ T 131 16 ~ 159,7l13.3N ~ 189113,5N ~ 231,8 ~ 05I0312001 ~ Tee, at 10 o'dock, aiameter 8 in ~ 01:08:53 ~ T 141 16 ~ 159J113.3N ~ t59l13.5N ~ 231.6 ~ 0W312001 (Menhole ~ 01.13;15 ~ MF FY ~C'ou" oF 59--fiopJS o..,~ D W.,A C~Ji-O < tV c~ WY45 LN6 . ~Wcs tiO-AA io ~ U 5:7,01 Ln m ST! F Q ~ I I I I eMa FT I I I f hanson cenler easf.mdb Pega:1 . . ~ o~ ~ ~ tVORTHWEST ~ . ~ ~ SOILS, TESTING & 1NSPECT/ON May 7, 2001 STI W.O. # C-70-S-000194 Continental Contractors P.O. Box 454 Nine Mile Falls, WA 99026 Attn: Mr. Dan Burgener Re: Hanson Post Pave Sewer T.V. Dear Dan, With regard to the above referenced project the post-pave television inspection of the sewer main has revealed the deficiencies as noted on the attached Spokane County report, which includes rock debris in reaches between Manhole Nos. 4 and 4a, and 4a and 4b5. Through discussions witli County Sewer field representative grouting of manholes was not complete. Please inform this o~'ice of the anticipated time for completion of the required corrected per the County's report so as we may reschedule another post-pave television inspection. Since time is of the essence your prompt attention is appreciated. Should you have any questions regarding this issue please call Bruce Howard or me. Sincerely, STI Northwest ' Lester, P.E. roject Manager cc: Mr. Bob Boyle CLC File STI File , J:\Documents120001S 100-5199150001941Post Pave TV.doc 3628 E. Ferry • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 . F - . , ! _ `'~v..... - _ - . . . . . _ . _ -~Y" J~.,. . . . . , , U4 1 r conGnenta! conlractors, , nme m7e falls, WA 99026,1ef: , fax harrson oenlw e".mdb ~ SectJoo S ~ from Manhofe ~ b 1lanhole ~ Sftvon MngIh ~ Cnh ~ OD"rvaSan ~VCR Counter ~ Ot 1 ( 15er13.5N (16e.ui&eN 293.6 ~ oSWzoo, t«, a110o tlodc, dameia 6 in ( 00:0,;2a ( t ~ 21 1 ( 155/13.5N ( 158.2lt 3.9N ~ 2D3.8 ( 05f05n001 I Tee, at 10 o'dodc, damelar Bin ~ 00:05:23 ~ T C~ 31 , l15W13.5v (15az13.SN ( 293,e , 1 0&03=01 IManhoie 1 a0.07-04 I Mf 41 2 I 189.2113.8N (157.4/14.5N I 325,e ( 05OWoa1 ~Tee,a,1oo'aock,diamelerdin I00:10:08 I r 51 2 I16ez13.9N 157.1l14.SN I 325.e I 0srosnoo1 ITee.atozoaodk,d'amieren, I oo:1t:1o ~T 61 2 ( 159.2/13.8N ~ 157.4114.5W ~ 325,8 ~ 051031200I ~ tee, a110 o'dak, diammeter 8 in ~ 00;18:12 ~ T e 71 2 N 158.2J13.9N ~ 157.4I14.5h! ~ g2S.8 ~ 050912001 ~MenhoM -4A15 ~ 00;17-53 ~ NF 8 1 3 1 157.2114.ON ~ 157.3114,6N ( 71.8 ~ 85103rZ001 ~ Debds, deanirg needed ~ 00,18:03 OE , 91 3 1 157.2114,AN ~ 157.3114.8N ) 71.8 ~ 05103l2001 ~Wn#ab 00,19:26 ~ M} iol a I1157.41114,5rt I115T.b114.614 I 70.s I odomoi IoebnB,c+earft neaa.a Q~ 9.1~ ~1 I o0:17:39 I DE 121 18 1 159.7113.3N ~ t 59/1 3.5iV ~ 291.8 ~ 65103l2001 ~ Tea, at 02 o'clodk, diameter 4 in ~ 01:08:90 T 131 18 ( 159J113.3N ~ 159l1 3.5J ( 231.6 ~ 05103/2001 ~ Tee, at 10 c'dodt, ditmeter 6 in ~ 01:08:53 ` T 141 16 ~ 159,7113,3N ~ 159113.5N i 231.8 ~ 05f091T001 +Menhple ~ 01:13:15 ~ MI ~1I ~14*T CJUfU: 01- 5-K,-(to7QS Q~ ~tJ DVb, vW ~ 36 TVC) PvzAut4s a- Qgr~-P5 v{ Lo%36. ~wz 7,o &3 CtL-mn) ~ A** ea 5C45 0 uL419 m' TVo ~ U (n '•e Y ip E 5:,-~ ` D755 c ~i ~.a. ~ ~ .,s • 19 ~ ~ . . • ` 5 k ' 4i~ ~ ~ ~ ~ S) . ~ . ~ I I I. INs.4Fr ~ I I I Aanson Center eastmdb Paga: l ' y Oy~ - o . NCJRTHWEST ~ t- SO1LS, TESTING & INSPECTION May 14, 2001 . STI W.O. # S-000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Wa. 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary April 9- May 11, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for ~ informational use only. • Preparation of subgrade. • Proposed design charige to delete planned crushed rock under curb and gutter approved. • Curb and gutter placed between west tie-in and just east of hotel. ~ Crushed rock and asphalt concrete placed between west tie-in and just east of hotel. • Post pave TV completed on above section of roadway. Final results pending.. No major deficiencies to report at this time. - If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, /~ter, . cc: Hans on Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File - 3628 E. Ferry ~ Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 . . , . CLC Associates, Inc. 707 W. 7th Ave., Ste. 200 ~ w Spokane, WA 99204 do" ~ - Spokane, WA - Denver, CO Plannlny, EnylnoMng, a►ennocn,re, LerMSeaptng ArchMeature, Lena surveyby ; RECORD OF CONVERSATION Project o-Sa=&A Name: s!'Wsarv CArnt B%sr- Date: e ~1~7 ~ Phone Meeting Page-/ of ~ Person Calling/Called: PANDrN &o&-04m Meeting at: X- ?524~)l Attendees: Phone No.: 4 Subject: jpp5-r pAuE: --T-y RAAAAj _ 1&6x2Ame0 "11~ PiN-G"T" PA-V-C 1A wAS Q+1lLt/ G'pt2 C l -L4^o►s NOBO ~ ~,C_~" .Sav►~ E. c_S~= ~v ~'+~L~IV~Id..~ LroS ~ ~ - Attested By ~ ~ / , , . . NORTHWEST 3628 EAST FERRY - SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: May 15, 2001 Phone No 477-3604 W.O. No.: G70-S000194 Fax No. 477-4715 To: Spokane County Engineers Office 1026 W. Broadway Spokane WA 99260 Attr►: Randy Stronks PLANS & BOOK RETURNED BY RANDY... PLANS RE-SUBMITTED TO BILLY 5/17/01 Re: Hanson Cerrter Eas% Phass l, Record Drawing & Certification Package Tiansmittal of the Followfn : I AAylar, Street & Drainage Record Drawing (6 of 6) 2 Bond Copies, Street & Drainage Record Drawing (6 of 6) ,'^lLetter of Certification and supporting documents ~ Notes: Randy, Please review the accompanyirtg documentation for flnal acceptance on this project. ff there is any other documerrtation you may require or if you have any questions, please give Bob Graham or me a call. At the request of our dient, Hanson Industries, Inc., I would like to request the reducUon of all associated bonds for this project. Eric K Lester, P.E. Bob~B~t~"~f5`~02'Eas6~krt1t8~~,~1x~.,,~etad~I~~,lRV~890Ci7~-•TftrwwA*W-v.1-11i99 J ~ H YRECEIVED - MAY 1 5 2001 ~SP~~~~~~ O~~vE cour~rY E~~ " 3628 EAST FERRY - - SPOKANE, WA 99202 PHONE (509) 534-9711 - FAX (509) 534-9755 Transmittal Da#e: May 15, 2001 Phane No. 477-3604 Y4! O. No.: C-70-SD00194 Fax lVo. 477-14715 ~ To: SpokaneCounty Engineers O#fice ' . 1026 W. Broadway - Spakane V11A 99260 Attn: Randy S#ranks 4-1, Re: Hansan Center East, Phase i, Record Drawing & Certfficativn Package Trsnsmr`ttal of #he F'ollowina: . I Mylar, S#reet & Drainage Record Draw'rng (fi of 6) 2 Bond Copies, Stree# & Drainage Recvrd Drawing (6 of 6) Letter vf Cerkifica#ivn and supporting dvcumen#s Nates: Randy, Please review the accornpanyEng documentatian far final acceptance on fhis project. If there is any ather documentation you may require vr if you have any questions, please grve Bob Graham vr me a calf. A# the request of our client, Hansan Industries, lnc., I would like ta request the reductron ofall associated bonds for this project. ~k -A~ ~ aso4 t4~~ - ~~te . ~o d&4.~~.,.~~~s I~ ~este~, P. E. 1'e c.&-td L Cc: Bob 8ay1e, 15102 East Indiana Ave. Verada3e, WA 98037 STI file CLC fle f rhr=rniual-V_ i- i i rsg VI IT ~ . . 3628 EAST FERRY - SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: May 15, 2001 Phone No. 477-3604 W.O. No.: C-70-S000194 Fax No. 477-47-15 To: Spokane County Engineers Office 1026 W. Broadway ' Spokane WA 99260 Attn: Randy Stronks Re: Hanson Center East, Phase I, Record Drawing & Certification Package Transmittal of the Followinq: 1 Mylar, Street & Drainage Record Drawing (6 of 6) 2 Bond Copies, Street & Drainage Record Drawing (6 of 6) Letter of Certification and supporting documents Notes: , - " Randy, Please review the accompanying documentation for final acceptance on this project. If there is any other documentation you may require or if you have any questions, please give Bob Graham or me a call. At the request of our client, Hanson Industries, Inc., I would like to request the reduction of all associated bonds for this project. K Lester, P. E. CC: Bob Boyle, 15102 East Indiana Ave. Veradale, WA 99037 . STI file CLC file , Tltransmitta4v 1-11/99 • oy - 4 ~ h N 0"TH" WEST" ~FAMEt~'~'P - SOILS, TESTING & INSPECT/ON May 15, 2001 STI W.O. # C-70-S000194 Spokane County Engineers Office 1026 W. Broadway . Spokane, WA 99260-0170 . Attn: Mr. Randy Stronks Re: Hanson Center East, Phase I, Construction Certification Package Dear Randy, Please find the following information which is intended to be used by you in the certification and acceptance process for Hanson Center East, Phase I. 1. A three-ring bound set of inspection and testing reports for the work constructed. Included within this binder are the following sections which document the scope and nature of the inspection work provided. A. Conespondence B. Test Reports C. Daily Reports 2. A set of original mylar drawings and two bond copies stamped "Record Drawing." It should be understood that this submittal provides certification for the initially constructed items associated with this project. This certification only implies thatthe items shown were substantially builtas designed, and only valid the day the as-built survey and visual certification were performed by this engineer. This certification makes no guarantee that other construction activities associated with overall plat build out such as home builders or new home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the items certified. It should be noted that this letter does not relieve the contractor or developer from the warranties implied within their bonding documents. Should you have any questions or comments related directly to the certification package submitted please do not hesitate to call. Sincerely, G~R3' lp,~ STI Northwest pg . ~ . x c /W.0 2 E. Lester, P.E. alsrEa~ d~ NAL . , EXPIRES 03J30/c2 707 W. 7th Avenue, Suite 200 ~ Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 ~r r . ~ NORTHWEST ,3628 EAST FERRY ' SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 . Transmittal Date: May 17, 2001 Phone No. 477-3604 W.O. No.: C-70-S000194 Fax No. 477-4715 To: Spokane County Engineers Office 1026 W. Broadway Spokane WA 99260 Attn: Billy Urhausen Re: Hanson Center East, Phase I, Sewer Record Drawing Transmittal of the Followin : _ 1 Mylar, Sewer Record Drawing (6 of 6) 2 Bond Copies, Sewer Record Drawing (6 of 6) Notes: Billy, Please review the accompanying documentation for final acceptance on this phase of the Hanson Center East project. If there is any other documentation you may require or if you have any questions, please give Bob Graham or me a call. At the request of our client, Hanson Industries, Inc., I would like to request the reduction of all associated sewer bonds for this project. E' K Lester, P. E. CC: Bob Boyle, 15102 East Indiana Ave. Veradale, WA 99037 STI file CLC file T[transmittal-v.l-1 I/99 . 5-17-01 : 8=13A1v1;SpoK2ne Cnunty Utii :509 477 4715 8 , i i ! . S P O K A N E C O U 3-4 T Y UTiU71F5 DNLSIOIV A DMSION OF THE PUBUC WORKS DEPpRTMEM' N. Bruce Rawts, P.E., Utilities Director Gary Oberg, Director , FACSIMILE COVER SHEET DATE: TO: ~ 21•C C~, T. ( FAX: 53LI - .°)Z 55 FROM: 5ILL,-f ~ COuPJtq 14mSord C,AN-rem ea,.S7' TOTAL NUMBER OF PAGES (INCLUDING COVER SHEET): ~ MESSAGE/SPECIAL 1NSTRUCTIONS: To G /~~/~CkC, ~•I~~G CS ~~Pow TWc QF T&4i~ NtA-NJ,ac~- r:47 urif) P~ 2z~-~ ~~io. ~k, cA - 14 . Ra% 144tEF`f G~~ ~C94\1C6 00 62&MLf.~S ~ LW 1026 W. Broadway • Spokane, WA 99260-0180 •(509) 477-3604 FAX: (509) 4774715 TDD: (509) 324-3166 . . . - - - . • , . m ' ~ ,w..i ,..r.....,..~ , , .w.u ~ ~ Z pcy . ~ 0 ~ ~ .n --•{h-% NON-SKIO PAFTERN 2 TO 6E CAST INTEGRAL # o~-o O A.S.T.M. A48 ON TOP OF COVER. 3" TO ~ Of m ~ 30 • `ICK HOIE m~ o ~ GRAY IRON 1 OIA,) B BLIND PICK PlOTCNES ARE NOT ALLOWEO A SEE NOTES . r D c Z ~A o ~ A.S.T.M. A536 --~---CL. 80-55-06 DUCTIIE IRON DUCTILE IRON COVER N y MIN. WEIGHT 118 LBS. ~ o~,• = tt ~'y O CAST IRON FRAME 26 ;s' S ~ „ < cM I N. W EIGHT 168 L6S. ~ „ 2 B" ~ B 2Xe ° Z D 27 r„ 26 ~ " . , . . . ~ _ 0 Q ~ 24„ C.O. ~"~,r- ~5 „ 3i,s" ~ r u------z D c° ~ 5iA ~SECTION B-8 T rTi ~ ~i4 26 ~ 1 /a„ so. o ~.~>D Z° 3 t 6 ~ o 34 ~ i v \T U) T_ r-1/2" SQ, o~?°~ SECI'ION A-A a D M COVER SKID DESIGN OETAIL D N o~ ~ NOTES: , ~ 1, THE WORD SEWER SHALL BE E~IBOSSED ON EACH 4, ?ROPRIETARY MANHOLE COVERS WITH4UY 80TTOM RIBS ~ "m C SANIIARY MANHOLE COVER WITH 3/16 RAISEO IETTERS. ARE ACCEPTABLE, PROVIOEO THEY MEET THE Sl'ANDARO vr- ? 2. MANHOLE RINGS AND COVERS SHALL 8E IN ACCORDANCE S Q E FOIL "M CASTII". n to wITH STANOARD SPECIFICATIONS aND MEET THE SYRENGTH 5. ALL MANH4lES NOT LOCATED WIIHIN PAVED PUBLIC ROADS ~ p~ REQUIREMENTS OF FfDERAL SPECIFICATION RR-F-621E. SHALL HAVE BOLT DOWN IOCKING, MANHOLE RINGS, ~ ~ C x~ 3. MATING SURFACES SHALI BE fINiSHED 'fa ASSURE NON- ~D COVERS. ~tn R O C K I N C F I T W I T H A N Y C O V f R PO S I T I O N. Vf T ~a F . .A I ■ T ~ i . -.i_. . (0 . ~ contr'rtentalconUaceors,,n(rrerrnillefeAs,Wq 9g026,Tel.,fax: hansoncerrltereest.mdb Date Tape A ~ from Manhofe ~ to IAanRole ~ ObservaUon ~ Posklon ~ VCR Counter ; 1 ~ 05103/2001 9B8 ~ 159113,5N ~ 158,2113.9N Tee, at 10 o'clodc, dlameter 8 in 83,5 ~ 00;01:28 21 05103f2001 ~ 988 ~ 159113 SN ~ 158213.9N Tee, al t0.o'clock, diameier 81n 229,8 ~ 00;05:23 ( 31 05l03f2001 ~ 988 ~ 159113,dN ~ 158,2113.AN ~Mantrole 293,6 ~ 00;07:04 ~ 41 05/0312001 988 ~ 158.2113.9F1 ~ 157,4l14.5N ~ Tes, at 10 o'dock, diAmeter 8 in 107,7 ~ 00;10:08 ~ ~ 51 0510312001 988 ~ 158.2113.9N ~ 157,4114.5N Tee,at02o'ciock,dlameter8ln 134 ~ 00;11:10 ~ ~ 61 05l0312001 ~ 988 ~ 158•2113.9N ~ 157,4114.5N Tee, n 10 o'clock, diameter S in 287.8 ~ 00;16:12 ~ Q 71 05103l2001 ~ 988 ~ 158,2113,9N ~ 157.4114.5N ~ Manhole 325.8 81 05103f2001 1 988 ~ 157.2114,6N ~ 157,3114.8N ~ Debris, cleening needecVnoW okey 1 ~ 0;18: 3 ~ 91 OSf0912001 I 988 I 157.2N4,8N ~ 157.3114.8N ' DebrlB, Cleaning needeq~ow okay ~ 7,2 00;02;13 ~ ~ 101 05I0312001 1 988 ~ 157.2/14,8N ~ 157,3N4.8N ~ManAole 71.e 00;19,26 E • 111 0611012001 ~ 993 151.4l14,5N ~ 157214.6N ~ h9anhole ~ 6.8 00;62:12 ~ 12 05f1012001 ' 993 157,4114.5N ~ 157214.6N ~nowokay 70,6 ~00,17,39 I 13 05110I2001 ~ 993 157.4114.5N ~ 167,2114.6N ~ SteR 0} SUtvey 725 ~ 00:00,00 ~ 141 0511012001 ~ 993 ~ 157.4H4.5N ~ 157214,8N ~Manhde ~ 726 ~ 00:21,01 ~ 151 OSI1012001 1 979-892 1 157,3H4.8N ~ 157,111S.1N ~Slertoisurvey ~ 7 I 00;04;44 I 161 0511012001 ~ 979-882 ~ 151,3114.8N ~ 167.111 S.1N ~ Manhole ~ 112.4 ~ 00:23:20 ~ 171 05/1012001 ~ 979•992 ( 157.3N4.84 ~1157,1NSr1N. ~ FinlBh 6UNey ~ 112.8 ~ 00;07:41 I 18l 0511012001 1 979•992 157.1H5.1N ~ 158.81115.2N ~S1aRoisurvey ~ 7 ~ 00;07;41 ~ 191 0511012001 1 979•992 457,1115.1N ~ 166,9115.2N ~hQerfiole ~ 110.2 ~ 00;25.37 ~ 201 05111 on001 1 979-992 ~157.1r15,1 N ~-4 5e,0/1 5.2N ~Finisnsurwy 111 ~ 00:10.32 ~ 211 0511012001 1 979-992 ~ 168.8118,21NI ~ 155,6H5.5N~ IStert otsunvey 0 ~ 00;10:32 ~ 221 05110l2001 1 979-992 ~ 158.8115,2N ~--}55.81,15.5N) , I Manhole 418,4 ~ 00:35:57 ~ 231 05110/2001 ~ 979-992 ~ 958,8115.2N ~ 155.6f15.5Nf ~ Finish aurv+ey 4182 ~00,24,34 ~ 24 0511012001 ~ 979-892 155,6115.5N ~ 155.3115,eN ~ Start of survey 7 ~ 60:24:36 ~ 25 0511012001 ~ 979•992 165.6/15.ON ~ i55,31f5.8N ~ Manhole 1012 ~ 00,36:07 ~ ~ 261 0511012001 ~ 979•992 156,6116.6N ~ 1S5,3115.6N ~Finishsnrvey. 101.4 ~ 00,27.02 ~ ~ 211 05I10/2001 1 979•992. j 155,3115.8N ~ 154.7115,9N ~Startafsurvey 7 ~ 00,27:12 ~ ~ 28 0511012001 ~ 978•992 ~ 155,3115.8N ~ 154.711S,9N ~Menlrole 193,2 ~ 00A2:17 ~ u 29 0511012001 ~ 978-992 ~ 185,3J16.8N ~ 154,1l1 S,9N ~ Flnish sutvey 193.8 ( 00.38:18 ~ :3 901 05l0312001 ~ 988 ~ 158.7113.314 ~ 158J13.5N ~ Tee, at 02 o'clcck diameter 4 in 39.1 ~ 01:08.30 ~ U 311 0510312001 ~ 988 ~ 159.711311NI ~ 15Bi13.5N ~Tee,atl0o'clockd-fameter8in E 103.8 ~ 01;08:53 ~ ~ 321 0510312001 I 9B8 ~ 159,7113.3N ~ 150/19.5N ~Manhole j 231,6 ~ 01,13,15 ~ v Y 0 Q N 2 • ~ ~ 0 I r i . . `O ~ I I nenson cerrter easr.rradb ~r Page; a coMinental contractors, , nine mfle talls. WA 98028, Tel: , Faic !1 fianson cenUer east.mdb secdon number, 9 ro • ,Date Iocation -Street -Map No. ~ , . . d- , o 155,3115,8N 0511412001 SPOKANE, wa easement•• -X Y Z coordinates manhole type -dimensions 22.4 ~ Protection ~ nonaocking, unpaved r K Code h o ~ Nr: ~ ,°n 1 non-IocWng lid in easement I I I I I ~ • ~ 1 ~ ~ . i I I ~ ~ ( I ll ~ I I ' I I ~ T I I ~ 7 + I U I ~ ~ I 1 v • ~ c (D s' din. , . . . , o . ditio 0 n , N { I ~ I 1 ~ ~ 1 I ~ I page; t ' - co conflnental contreciors, , nine mile falls, WA 89026, Tel; , Faz haason center easlmdb section number, e ~ -Date -l.ocation -Street -Map No, N d-.o 155.6115.5N 0511412001 SPOKANE, wA easement-- ~ X Y Z coordinates -manhole type ~ -dimensions 18.2 ' ~n ~ - ProtecUon r. a non•locking, unpaved r 0 ~ Dde co . . m 1 nandxking lid Ineasemenl ( I 1 I I I j I I I I l I I I I I I I I I ~ I I I I ~ I I I I ~ _ I ( ~ I ~ I I ~ I I ~ c ~ I I 0 ' I U I I v ~ m Y p out dia. drop malerial fiv . floy-i . cond;tion. a ~ E ~ I I I I I CD I ~ ~ 1 I a I ~ I I I I I I ~ I I I f ~ I I I I ~ I ! ~ N page;l ' ~ conUnental coniraetors, , nine mile talls, WA 99028, Tel:, Fax: Il hanson center easl.mdb section number 7 ~ , -Date -Location -Street -Map No. ~ . - ~ - . ~ 155.8115.2N 0511412001 SPOKANE, WA easement•~ ~ X Y 2 coordinates -manhole type -dimensions 16,3 U) Protection rtonaocking,unpaved m ~ ui 1 non•laking Ild in easement I ~ I I I ~ I I I ~ I ~ ] C 0 ~ ~ I I U i I I N C m t Nr. 0 inio • . . , Q N 4 I 1 I I I I I T I I I ( I I ~ I I I I I I Q I I I r ~ I I I ( ( ~ { I I I I I ~ ~ N pege:l m conlinental contractors, , nine mile talls, WA A90Z8, Tel: , Fax 1! hanson aenter easLmOb secUon number; 8 • ~ -Date -Locatian -Street •Map No. . o - de . o 157,1115;1N 0311412001 SPOKANE, wA easement- r -X Y Z coordinates •manhole type -dimensions ' 15.4 ~ Protection a non4ocking, unpaved r~ Q e~ ode condition - 0 non•lockinl lid in easement ~ I i I I ~ I I I I I I ~ I ~ I I I I ~ I ~ I - I I 1 ' ( I x c ~ I I 0 ~ I I I ~ U I I c ~ ~ X o condition Q N Q ~ ~ ~ ~ I I ~ I I ~ I I I I ~ I ~ p r ~ I I I I I I I , , ~ pege:l 3 I \ I ) ' co coMinenlal contractors, , nine mlle falls, WA 98016, TeL , Fax 11 hansan cemer eaat,mdb section number. 8 ~ -Date ,Location -Street -Map No, " . o - identification 157.3l14,8N 05114/2001 SPOKANE, wA easement- ~ X Y Z coordinates -nanhole type -dimensions 14.6 u2 r ~ Protection 0 ~ nonaocking, unpaved h r a) Nr. Catle conditro , ° ,n 1 non Ixking tid in easemeft I ~ I I I I I ~ I I ~ I I ~ I I I I I I I I I u C . N Nr. ~ I I ti 41 Y oijt -dia. dio • o conditio 0 Q ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ I I 1 I I 1 I ~ ~ oaga:, NO~RTHWES-T' 3628 E. Ferry Spokane, WA 99202 (509)534-9711 Fax (509)534-9755 ~ FAX TRANSMITTAL , DATE:~..~......~, PAGES: _ i INCIUDINC COVER SHEET ..r.. _ .a{ ~TO: I ~TH n~~.~ FAx~.. 2-7~.~ COMPANY: ~ . Cv Cr;~i ' PHONE: Z?~ w3~C~ Z FROM: ~ ~ - - ~ 10B: PROJ ECT ' ORIGINAL IN MAIL: O YES ~ NO NOTES: ~ST P~=~S~S IN c e,~1`1 Cv~~s~ ~~v~ lN.S t~ c~-i~~i 14--Ya fi!~T SHaWS NEEQ Fz:iZ L.e-yJ-U N)G lnH DQS ii\) (J K5pAiJL;:DQ L-ac./-\"fi7arjs.. ,J~LS(23 N~TEO \jn~165 5~~~- aE?. ITLY►1 NQ 4~5~ q_ V/QDG~Z v2SE--P-uATI0iu i*►1 r►1 ~V ~ ~ PRIaJ I01.9 S CLEVN1y,1 ~ /-\nl O Pi PE t5- I cc: WH-file Confidentialitv Notice This dflcument(s) accompanying this fax transmisston contain(s) lnfortnation, which is confideMial and pcivileged. This information is intended to be for the individual or eMity set forth above. If you am not the intended recipient. please be aware that any disclosure, copying, distn'bution or use of the contents of this infortr►ation is prahibited. Thank you. J:lstifWorm -0.0-4/00 S77 ORTHWEST ~ 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: May 23, 2001 Phone No. 477-3604 W.O. No.: C-70-S000194 Fax No. 477-4715 To: Spokane County Utilities Department 1026 W. Broadway Spokane Wa. 99260 Attn: Billy Urhausen Re: Hanson Center East, Phase I"Record Drawing" Transmittal of the Followinq: 1 Mylar, Sewer Record Drawing, Sheets 1, 2, 5 2 Bond Copies, Sewer Record Drawing, Sheets 1, 2, 5 Notes: Billy, The accompanying plan sheets represent a change to the previously submitted Record Drawings. Please discard the earlier sheets one and two and replace them with the sheets accompanying this submittal. Per your request, the stub table on sheet 5 was changed to reflect as-built conditions. Also, please note that the service serving Block 1, Lot 1(S25) was not installed. Please review the accompanying plan sheets for final acceptance. If there is anything you need for final acceptance, please give me a call. At the request of our client, Hanson Industries, Inc., I would like to request the reduction of all associated sewer bonds for this project. If you need any additional information, please feel free to give Bob Graham or me a call. / Eric ester, P. E. CC: Bob Boyle, Hanson Industries, Inc., 15102 East Indiana Ave. Spokane, WA 99216 . STI flle CLC file ; . :STitrensmittal-v. 1- I 1 /99 GENElL~~,y h ~ ~ ' ~ wrff ~p ~ ~ ~ ~ ~ H~' f~ ~[in ~ C~.~ ~ OFAMEti~~a . _ - . ~ , SOILS, TESTING & INSPECT/ON May 23, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Wa. 99260-0170 , Attn: Nir. Randy Stronks Re: Hanson East, Construction Summary May 14 - May 21, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. ■ No work requiring STI Northwest observation. Earthwork being performed is primarily removal of excess soil. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI orthw t ~Er' ster, P.E. cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File , 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 o~pGENEA,q~cy9 0 - y 9 6 n ~ Nugo""THWEs-r oFA - MER ~ ~ SOILS, TESTING & 1NSPECTION June 5, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 . Arin: Mr. Randy Stronks Re: Hanson East, Construction Summary May 21- June 1, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, . ' but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Contractor recently began work to prepare subgrade for curb and gutter. In accordance with the design revision, as approved by the County. Contractor provided screened native material in lieu . of original planned base rock under curb and gutter from the hotel to the east end of the project. STI Northwest performed testing of gade under curb and gutter. Placement of curb and gutter is scheduled for late week ending 6/8/01. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI North t - ric ster, P.E. Pro' ct Manager c. Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STl File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 ~ Fax (509) 458-6844 ~.~~ENER'°~c ~ n 1 - y - - NUHTpq p ip y C~ L`i EST ~OwA . - • ~ - SOILS, TESTING & INSPECTION June 11, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary June 4- June 8, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. , This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, . but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Contractor completed subgrade preparation for planned curb and gutter east of Marriott Hotel. Concrete curb and gutter placed on 6/5/01. • STI Northwest on site to inspect and test subgrade and concrete work. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI ort6west ~Z~ Er' ester, P.E. oject Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 . . STI NORTHWEST 3628 EAST FERRY SPOKANE, WA 99202 PHONE (509) 534-9711 . FAX (509) 534-9755 Transmittal Date: June 22, 2001 -Phone No. 477-3600 W.O. No.: C-70S000194 Fax No. To: County of Spokane Attn: R. Stronks Re: Hanson Transmittal of the Follo►ainq: Field reports and lab tests for ACP placed on Indiana (phase 1). . Notes: - J:\DocumentsM00\,5100-S 19915000194\E-Ianson ACP transmittal.doc . ~~~ENERq~C oy o ~ - ~ ~ ~ ~ THWEST \✓~FAME4~~'p 5 - \ ~ ` SOILS, TESTING & INSPECTIDN . June 26, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary June 18 - June 22, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be -listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • 6/18/01 Subgrade prepared to make ready for base rock. 0 6/19/01 CSBC placed on subgrade • 6/20/01 CSTC placed on CSBC. ACP set tentatively for Monday, 6/25/0 l. • 6/21/01 Continue placement and compaction on CSTC. Fine gade to make ready for ACP. • 6/22/01 Complete fine grade and compaction of CSTC. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, ST No west r' ster, P.E. . P oject Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener , . - CLC File STI File 707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844 y 4 ~ ~ - y N4RTHINEST A ~ ~ ~ SO/LS, TEST/NG & INSPECTIDN July 9, 2001 STI W.O. # C-74-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary June 25 - June 29, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, . This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does - transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for ~ acceptance. It is for informational use only. • 6/25l01 Placement of type "E" ACP between Marriott Hotel and east end of project. • 6/26/01 Adjust utilities to finish grade. - • 6/27/01 Adjust utilities to finish grade. • 6/28/01 Adjust utilities to finish grade. . • 6/29/01 Complete adjustment of utilities to finish grade. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, ST or west ster, P.E. roject Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener . CLC File . STI File 3628 E. Ferry • Spokane, WA 99202 ~ Phone (509) 534-9711 ~ Fax (509) 534-9755 ~ CLC Associates, Inc. GL 707 W. 7th Ave., Ste. 200 Spokane, WA 99204 S L- ~ ~ Spokane, WA - Denver, CO Planning, Englneming, ArcAltecrirre, Lertduaplnp ArehheaWm, LnnO Survoytnp _ ~ RECORD OF CUNVERSATION Project #ejo-sai,v 194 Name: -,~6m15iD►.1 SeAAev- Date: VLLb6 Phone M I Meeting Page ~ of ~ Person Callin ~Ie DKP~/J GR.) F'FiMeeting at: Phone No. : Z&B - 777- 0498 Attendees : Subject: '-*,A' AC ? _V)5c usu~;0 W~~ r-= 1-rt C,,ow7-1s REPvsa i -12> Aicc&-9r EX-rer-oeO s~~G W~XM meA3 ; U.r.AvG RTR- ~q%/ AT OAt,~ 'Ta ~4vE~D SvrcF',a►c~. -3. 0CT6ZMi•v E ~ t~v7u.. ~~vxv~ ar P&TE ~~Op vah auT 'i-r F AXaA Tz> f3 m 0-r - ~R.o~oaJA[. ~ P.~ uz , J?.✓Av0622r►'!~ eSp 7b .S-e:Fk Buu Qr-'F eA./ r- Attested By: v o~~p6ENE oy ~ yh ~ Q 4 - NORi HWEST • ~fAMER~a• SOILS, TESTING & INSPECTION July 13, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary July 2- July 6, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. ~ This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • Contractor completed placement of type "A" ACP on Indiana between STA: 167f and 187f. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwes Eric ster, P.E. Proj t Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STT File l 3628 E. Ferry 9 Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 - ~ NORT'HWEST ~ ~ ~ ~`~MER1~~ ~ SOILS, TEST/NG & INSPECTIDN July 17, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hansoa East, Construction Summary July 9- July 13, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, ~ but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. •No construction work performed this period requiring STI Northwest testing and inspection. • STI Northwest proposal to County to fog seal Indiana shoulders and turn lane to compensate for open-graded appearance. Awaiting County response. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest i~ Eric ster, P.E. Pr ect Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener . CLC File STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Assoclates Inc. CLC Associates, Inc. < < : 707 W. 7th Ave., Ste. 200 Spokane, WA 99204 ~ ~ ~ _ L ' ~ 110 i a - - Spokane, WA - Denver, C0 Planninp, Englneering, ArcAftsctrtro, Lendscaping Arehlteclure, Lend Survoying - RECORD OF CONVERSATION Project #c-wrscrn194 Name: f/Aw.s'dtJ S&wcx Date: 71t41-61 M I Phone . [E Meeting Page / of / Person Calling/Called: Meeting at: /i~wscwv om6 jx-- r c-'ws iwvrwv, h/~~ Lccww Phone No.: Attendees: ~.~naL i aa,~ i ~ ~ ~ pE%Waenr Eg- Subject: ''A" AcP ►MErrtr.X AT 1=u0 t-v snE- -M jv•rvE~s C~ci~ fZ~a.bL 4~F Iiq ~ .4ce 4ma L.o G4'Q&&~ EIACA AT ?A.SE 7 ANA pt4AJ'E 7_ ~ PAASE ) Cwerr tw0 -M M A APwo-1T' ) tJ Uke -n--a r AT ~ S11fk St1kaw6v AV E.1t^G6 oF Z S'4c.'=s a F 91• 4L-1 R• C.(t53.3 iww ~ X AGP swn _ t.E ~ '[YNkuw ~ SIAI E LaCAmrAv wN )cA wAS n1ao'P~ u ~S~i10tE coUc-o r-AJ,ecW EAsU-v BE 09460/ i.v fqeLA~ I ~ TU R _TL E AN 0 AN /NCiWQ_W/kU.T SAI"P LE t/Gooa 5-,qm,0LE) /T SNa vc.0 qr $~~n E c a F 7L2 i'ZE ag*@Eaz n-liai..G H NaT i1 S,S'EtJME _ ~cc.,~ ~vE ~NT LA►3 ?tuAi rt-E3u aN !'NATqcL4c i&ccu4m< ' ?AAsE 2 6WAx.4wr 7o 6As'T ¢vrJ ~ .00 /NU ICE 7'IETT A'T `E--5'YA ASD A(/tn-A66 ¢F S4w-S dF 92 + . 'e.C. . 1.oGo►Tr.J fnAO cJ`T/rr&-q C01/.1r.rnqvcy 7X41V 10~r-f Akrr- •4 ,j- c--~ AS' //~l^40 LWLE, 7 . - ~ ~ _ . Attested By: ~ ~ NORTHWEST _SD/LS, TESTIIVG & INSPECT/ON July 31, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Constrvction Summary July 23 - July 27, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, ; but it does transmit the general information concerning the construction activity. Any item that may be J listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use onty. • No work performed this week requiring STI Northwest testing and inspection. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel ftee to give me a call. Sincerely, STI Northwest i . Eric ster, P.E. Pr ect Manager cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File 'STI File . 2214 East Riverside Avenue *Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A DivisFon of CLC Associates lnc. Sri ~6~~D~` NORTHWEST ; ~ SO/LS, TEST/NG & INSPECTION August 8, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary July 30 - August 3, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. _ This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, t' but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • No work performed this week requiring STI Northwest testing and inspection. No major deficiencies to report at this time. If you have any questions or comments concerning any of the items listed above, please feel free to give me a call. Sincerely, STI Nort6west Eric ter, P.E. Pr ~ect Manager cc: Hanson Industries - Bob Boyle . Continental Contractors - Dan Burgener CLC File STI File 2214 East Riverside Avenue • Spokane, WA 99202 o Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Assoc3ates Inc. NORTHWEST° ~,~---1 _SO/LS, TEST/NG & INSPECT/ON October 19, 2001 STI W.O. # C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson East, Construction Summary August 6- October 19, 2001 Continental Contractors: Contractor Hanson Industries: Developer Dear Randy, This letter transmits the general construction activity that occurred on site during the time listed above. This letter is not intended to replace the construction daily report produced by STI Northwest or its staff, ~ but it does transmit the general information concerning the construction activity. Any item that may be listed below may or may not be in compliance with the plans and specifications. This letter is not intended to be a submittal for acceptance. It is for informational use only. • ALL WORK REQUIRING STI INSPECTION IS COMPLETED . No major deficiencies to report at this time. If you have any questions or comments conceming any of the items listed above, please feel free to give me a call. Sincerely, STI Northwest . ~ . Bob Graham Field Supervisor cc: Hanson Industries - Bob Boyle Continental Contractors - Dan Burgener CLC File STI File 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Divuion of CT.C Assoclates Inc. ~ l A~, NORTHWEST 2214 E Riverside Ave. SP4KANE, WA 99202 PHQNE (509) 534-9711 FAX (509) 534-9755 Transmittal . Date: . November 15, 2001 Phone No. 477-3604 ' W.O. No.: I C-70-S000194 Fax No. 477-4715 To: Spokane County Utilfties Department 1026 W. Broadway Spokane Wa. 99260 Attn: Biily Urhausen ~ Re: I Hanson Center East Transmittal of the Followinq: 1 Mylar, Sewer Record Drawing, Sheets 1, 3-5 2 Bond Copies, Sewer Record Drawing, Sheets 1, 3-5 Copies of-air and mandrel testing reports Notes: Billy, Please review the accompanying plan sheets for final acceptance. If there is anything you need for final acceptance, please give me a call. At the request of our client, Hanson Industries, 1 would like to request the reduction of all associated , sewer bonds for this project. If you need any additional information, please feel free to give me a call. Bob Graha . . ' CC: Bob Boyle, Hanson Industries STI file - CLC file i ~ ~ , ! .~i ~ L - ~`*I ~ NORTHVI/EST ~ `J November 15, 2001 SOILS, TEST/NG & 11VSPECT/ON STI Project No.: C-70-S000194 Mr. Bob Boyle Hanson Industries 15102 E Indiana Avenue Spokane, WA 99216 Re: Hanson Center East Final Acceptance ~ Dear. Mr. Boyle: . On Wednesday, November 14, 2001, you, Randy Stronks from Spokane County, Paul Nelson from STI Northwest and myseif did a finai inspection walk-through on Hanson Center East. The following items were identified by Mr. Stronks as needing correction prior to gaining County acceptance: 1) Install splash pad for curb inlet at 159+80 (Spokane County Standard Plan B-8) (work to be completed by Hanson Industries) 2) Patch ACP core hole -163+50. (work to be completed by POE Asphalt / Hanson Industries) 3) *Move inlet to back of flow line at 164+70. Cut asphalt 5' (min) either side of grate and replace all void areas with concrete. (work to be completed by Continental Contractors / Hanson Industries) 4) Install road centerline survey monuments. (work to be completed 11 /16/01 by CLC Associates) 5) Remove filter fabric from dry wells. (work to be completed by Continental Contractors) 6) Sweep streets and gutters. (work to be completed by Hanson Industries) 7) Remove aspfialt patch around catch basin at 186+60. Saw-cut and remove adjoining asphalt 5' (min) either side of grate to include area lower than gutter. . Replace with concrete. Remove and replace curb section with non=vertical joint behind grate. (work to be completed by Continental Contractors) 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 ~ Fax (509) 534-9755 A Division of CLC Associates Inc. ► 8) Add supplementary spall material to riprap in ponds (WSDOT 9-13) (work to be completed by Continental Contractors) 9) Replace all sidewalks (work to be completed by Cameron Concrete) Please contact me when the work has been completed so that I can forward the final Certification Package on to the County for their review. Sincerely, STI Northwest ouz ~ Bob Graham Field Supervisor Cc: Randy Stronks, Spokane County Dan Burgener, Continental Contractors Jim Cameron, Cameron Concrete . CLC file ' STI file 1 ~ 'E. NORTHINEST - ' pflAlf4~'' , - -SOILS, TEST/NG & INSPECTION November 16, 2001 STI Project No.: C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Randy Stronks Re: Hanson Center East Final Acceptance J Dear Randy: On behalf of our client, Hanson Industries, I wish to request a reconsideration of your rejection of the sidewalks at Hanson Center East. Spokane County Standard Plan A-4 requires the sidewalk to be scored every five feet. There is no disagreement that this specification was met. Further, A-4 requires a"3/8" - expansion joint to be installed each side of a curb return and at locations where sidewalk intersects other sidewalks, driveways and curbs." The sidewalk at Hanson Center East does not intersect other sidewalks, driveways or curbs. No expansion joint is required under this drawing. Additionally WSDOT Plan F-3 requires "contraction joints shall be placed along sidewalks at 15' maximum spacing." No mention is made of expansion joint material. I can find no other mention of sidewalk expansion joints in the Specifications and there seems to be no clear-cut standard industry practice for their installation. It is my belief that with the un-confined nature of the sidewalk and with the five-foot scoring, expansion material is not necessary. There was a question raised concerning the thickness of the sidewalk. At the one broken area we observed, the sidewalk was obviously less than the required four-inch thickness. However, this quite possibly could have been a localized anomaly and in no way representative of the general concrete thickness. It is my suggestion that the contractor remove this panel and if the thin area is indeed localized to the break area • that the general thickness of the sidewalks be accepted. If the thinness is not locatized, • additional testing would be required. Our records indicate that the sidewalk concrete was placed using standard 4" forms. 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 ° Fax (509) 534-9755 A llivision of CLC Associatcs Iac. s , ~ The concrete for the sidewalk along the north side of Indiana was tested and exceeded the 3000 psi requirement. While some areas do exhibit less than ideal finish work, I do not believe it to be offensive. The contractor has agreed to increase the warranty period for all of the sidewalk on this project if that would help satisfy the County's concerns. Due to the lateness of the construction season, your prompt response would be greatly appreciated. Sincerely, STI Northwest ~ . ~ ~ Bob Graham Field Supervisor Cc: Bob Boyle, Hanson Industries Jim Cameron, Cameron Concrete CLC file STI file ~ ~ ~r r ~ NORTHWEST ~ 3628 EAST FERRY , SPOKANE, WA 99202 PHONE (509) 534-9711 FAX (509) 534-9755 Transmittal Date: November 20, 2001 Phone No. 477-3604 Pioject No.: C-70-S000194 Fax No. 4774715 To: Spokane County Engineers Office 1026 W. Broadway Spokane WA 99260 Attn: Randy Stronks Re: Nanson Center East Bond Reduction Request Transmittal of the FoJiowinq: 1 certified bond Copy of street plans 3 ring binder containing field reports, lab testing & correspondence Certification letter Notes: Randy, Please review the accompanying documentation. If ihere is any other documentation you may require or if you have any questions, please give me a call. Bob Graham . Cc: STI file ClC ftle Tltransmittal-v, l- I1/99 : ~ wrl ®row-'\Irg ~ ~ ~ ~ ~ .7 V ~+~r+~ ILa7i TEa7TI~f f ~ G & IN.~PE~rTIO1 Y November 20, 2001 STI Project No.: C-70-S0OO 194 Spokane County Engineers Dffice 1026 W. Braadv►ray Spakane, WA 99260-0l 70 Attn: Nir. John Holman, P.E. Re: Hanson Center East Street Band Reduc#ioa Request Dear John, C3ur client, Bob Boyle, has directed us to request a bond reduction for the Hansae Center East project. The sewer system has been cvmpleted to specifications and has beett air and mandrel tested. Record Dravxrings were previously submjtted to the County utilities department. All ofthe vn-site s#reet wo rk has been co rrMp leted and contractors are currently carrecting rninor punch -lI st item s identified at the County's walk #hraugh. We are currently awaiting a re-determination of the accep#ance of the sidewalk by the County prior tv our submittal of the certificatfon package. We are hereby tequesting a bond reduction on the street package tv the 90 percent level vn this project. Iam attaching the followt`ng for yaur review: 0 All field reparts to date. ■ A11 testing reponts ta date. ■ Certif ed plans. Please inform this office ifthere rs more infornnafion the County requires far bonding acceptance far this praject. Sin~erely~, I~ S'~'Il~o esf ~ ~ ~ Paul T. e sa , ~,E. . ~ cc: Hob Bayle CLC Fife STI File EXPIFLES: 2214 East Riverside Avenue • Spokane,1NA 99202 • Phone (509) 534-971 1 • Fax (509) 534-9755 A 1]i+ris5nn uf CLC Assotisites inc. ` - NOF~THWEST ~ . , 501LS, TESTING & INSPEGT/OAI November 28, 2001 STI Project No.: C-70-S000194 Spokane County Engineer's Office 1026 W. Broadway Spokane, Washington 99260-0170 Attn: Mr. Ross Kelley, P.E. Re: Hanson Center East Final Acceptance Dear Mr. Kelley: On Wednesday, November 14, a walk-through was made on this proj ect with Randy Stronks from Spokane County. During that walk-through, Mr. Stronks informed us that all sidewalks on the project were rejected. Three reasons were given for the rejection: 1) No expansion joint material was installed in the sidewalk 2) Mr. Stronks questioned if the thickness of the sidewalk met specification 3) Surface blemishes were present in a limited stretch On behalf of our client, Hanson Industries, we wish to request a reconsideration of the County's rejection of the sidewalks on this project. Regarding the expansion joints: Spokane County- Standard Plan A-4 `requires the sidewallc to be scored every five feet. There is no disagreement that this specification was met. Further, A-4 requires a"3/8-inch expansion joint to be installed each side of a curb retum and at locations where sidewalk intersects other sidewalks, driveways and curbs." The sidewalk at Hanson Center East does not intersect other sidewalks, driveways or curbs. No expansion joint is required under this drawing. Additionally WSDOT Plan F-3 requires "contraction joints shall be placed along sidewalks at 15' maximum spacing." No mention is made of expansion joint material. . , We can f nd no other mention of sidewalk expansion joints in the Specifications and there seems to be no clear-cut standard industry practice for their installation. ; _ It is our belief that with the un-confined nature of the sidewalk and with the five- foot scoring, expansion materiat is not necessary. 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Dlvision of CLC Associates inc. • Regarding the thickness of the sidewalk: ~ One broken edge of the sidewalk was observed revealing concrete that was obviously less than the required four-inch thickness. However, this quite possibly could have been a localized anomaly and in no way representative of the general concrete thiclcness. It is our suggestion that the contractor remove this panel and if the thin area is indeed localized to the break area that the general thickness of the sidewalks be accepted. If the thinness is not localized, additional testing would be required. Our records indicate that the sidewalk concrete was placed using standard 4" forms. Regarding surface blemishes: The concrete for the sidewalk along the north side of Indiana was tested and exceeded the 3000 psi requirement. While some areas do exhibit less than ideal finish work, we do not believe it to be offensive. The contractor has agreed to increase the warranty period for all of the sidewalk on this project if that would help satisfy the County's concerns. Due to the lateness of the construction season, your prompt response would be greatly appreciated. Sincerely, S No e Paul T. so P.E. Associate Cc: Bob Boyfe, Hanson Industries Jim Cameron, Cameron Concrete CLC file STI file ♦ . ~ ` , , : . : f 1 S F c:> le-- A I`*T U~ DIVISION C,)F ENGWEERING AND liC}ADS ADrvisram op TH-H Fus11c WaRtcs DErArrMErr ~ebrl.lary 28, 2002 ` PaUl T. NelSoR $TI Northwest 2214 E. Riverside Ave. Spokane, WA, 99202 - Re: Hanson Center East Sidewalk Dear Mr. Nelsan, - Ross Kelley has asked me #a respond to your letter of Novernber 2E, 2001 regarding the quality ofthe sidewalk construction at Hanson Center East. As you knaw, itt order fvr a grvject ta be accepted, constni.ction must adhere to Cou~~y standards and the project p1ans. We have reviewed our position on the issues that you raised and offer the following response. -A. You are correct regarding the expansian joint material. We concur that there does not 1 appear to be a requirernent for mastic jaints in Ns application. Therefore, we withdraw aur comments regarding the expansiort joints. We are concerned about the structural integrity of the sidewalk. As noted in yaur letter, there is at least one panel that is less than the 4-inch minimurri thickness. You need to ensure that this is a"localized anomaiy" and not the norm for this project. A11 substandard partels will need ta be replaced. In additinn, all damaged panels will need to be replaced or repaired in an acceptabie manner. Yn regard to the sidewalk sur-face, the workmanship and finished surface conditions are in question, not the strength ofthe concrete. The poor finish will likely'lead to surface chipping and small divoxs that witl undermine the Iong-tenn integrity of the sidewalk. You need to address this issue prior to submitting additivnal certificatian packages. Please cvnta,ct me at (509) 477-3600 should you have arty questions, Sincerely, Ross E. Kelly, P.E. Spokatte County Engineer . ~ John V. Hohma.n, P.E. Development Services F-ngineerlManager 1026 W. Broadway Ave. • Spokane, WA 9926(}--0I70 i(509) 477-3600 FA7C: (504) 477=7655 (2nd Floar) 477-7478 (3ad Floor) • TDD; (509) 477-7133 ~I U-9 ..-~.d'- 1~ ~p s..~..v .--.•t 1~ ~ x • ' ,1~~~~.~~1~~ F4Vy~ - _ _J`i`~•~ . ; .,t, ^'Pi,"4t~~ ' i~ i ~ ~ ~ • ' •0 • ' Y t~ ~ t ? ' I 1 I I - ' - ~ 1NA Cont Lk +rCAMEkC1l210G e ID Cont L~c AI2153 C•4t91 • ; .>.r. • ' 8 P.O. Box 1540 t Mea~d, WA 99021•1540 (509) 466-5555 • Fax (509) 468•3719 - i~•~' • - ~ ~ ~ • • ~ • . ~n ; ' . ~ • . ~e• ~ ~ . s y~ ~I~fll ~7, `VQZ • Jbhm Y Hol1n'+a foprrtier~.Sen+ioes EtpirteerNanW : . ~ A ; ~ (~o~v ~ w Bro~yray ~ kMe 1Na Md0.0170 door Mr. ~ift MWisat Center Eaft ildrwatk _ IMe a!e In roo* o[ ypur taW dsted FebUary 28,2002 reQafft the sbava m"lbnect iki.e"ic. ~t~. . ~ ~ • wlN eddmes youc moems as tdows•.~, ~ ;~~~ardl~v th~ a the aiaewa~k, we t~►e c~o~r~Eed w~n Pro-VA cona«e oodno to take . 50C' lnt0~tra~s to doc~urr~tlt tl~ ~hiclu~ess o~ the Sidm8tk Vtifm WW t~~ . rt~s ~ saan as they aro av~itabte ~ the next frw days. ~ + n ' y ~.Y* re"4 to the epp~xtmabely 100 ~N faet aI afde~tk that ha~ oome ~r ~estlon As 10 o n e t t h e WMng: TttW was s resutt ot apptyinp cu*0 mm p o u n d tet oro dh e M e w a p c ~ ~usf~oe. TYro 3idaw~Hc ha oftedy urrderpoft • Rumft ot freszs - thnw . dlstrew or aetaMaOons. W. tn the Mtemst ot hs" the jaq teoeOW I letter of pua~r~Eee for a pertod ot a~+ren y~► (or thie'eictlon 0! bken ~ane tlrne we wnum aPprectate your neWorM as aoon u po"Is . : ~ . _ y .i . . ~1 v • J . y ~'4• M1 ' • ( • . r i ~ . • ~ 1. '1; . ~ ~ . •i ..'c~ • • ~f,i-, . ' i• i~' ~ • • " lMugft ~ h~AnsA~l STi Nodl~rest • ~ 1v "~A ~ .r' SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OPERATIONS INSPECTION REQUEST FORM f' • . DEPARTMENT- . INSPECTOR DATE: p Z FROM: ' ST'S t`lo/ZT"WE57- PROJECT NAME: ' U&N4oN PROJECT#: 6 -7 O-SoAa 1ef 4- , REQUEST FOR: ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION Optional inspection, unless otherwise requested will include the same as post paving inspection. ~POST-PAVING T.V. INSPECTION 1:1 CHECK HERE FOR RE-TV INSPECTION Required inspection prior to acceptance, includes complete video inspection of all lines for: 'cleanliness 'stub locations 'identifying any faulfs ~ POST-PAVING MANHOLE INSPECTIONS ~ SPECIAL INSTRUCTIONS: I46,0P 3, lfi jz 11 6&,5' F. cAc. L#B.oB GRAN Al-A ov- s rr 4 ~a ~ ~ C-&. ~-~-1 CONTRACTOR: ~ p~Tt NE -Cr-i4 C- GoAl7Rac.T'0RS ;BILLING ADDRESS: ~p ~o (If New) ~ M[ c. ~ ~.AC. E,.,~ f WA 4T'70 2 C FIELD INSPECTOR: RADIU NO.: (include drawing of all lines and/or manholes requested) A ROUTE • UTILITIES , . - PLANNING . , DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: 13 DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE AND ROUTE O UTILITIES i • ASTEWA - OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASA►P ~ WHEN POSSIBLE ~ OTHER: _j- - DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3/10/00 1• S f i o / 'A I BUUNUAKY o \ ~ . ,r- -w- _..J~.. - R . R1GHT OF WAY ' ~ ° HANSON CENTER E/NST Q ,66.O~13,4 / v MH#,2 i ~ a) .9 3., --loo-GONSTIRVCTlON _ - 164.9~3.1 - - - - ~ ~ avEaUE MH#11 ° - 183.8~ 14 2.8 ~ H#10 J 159.7/13.4 1 ~ C80.8/13.1 ION MH#6A MH#7 ~ 6 1.e~27 27 28 MHAB- 12 ~ r $ g 11 ^ ~ ~ A • O N • C c0 _ d ~ ~ O ' O O N _1 CAMERON CONTRACTING 5094693719 03/15/02 10:SSam P. 001 t / w~ier..s.j-PriO *Ch.r Tee.R..ser =c i N G ~ Al~i:1~B'~:E~/!4,I1 ~.I~'.,V'-y'•,-.I.N'•C.: March 13, 2002 To: Cameron Contracting, Inc. 3718 E. Decatur Spokane, Wa 99217-6521 Re: Indiana Avenue Sidewalks Test Cores . , Dear Sirs, This letter is to inform whom it may concem. Our company took nine core samples from the sidewalks in question. The average depths of the cores was 4~/4". The cores were then numbered and tumed in to Cameron Contracting, Inc. ~ Sincerely, . \ . Robert L. Reynolds ~ ,Area Manager " 534-9-75!& . . . , P.Q BOX 7144 P.Q BOX 6799 P.Q BOX 9284 SPOKANkWA 99207-0146 KENNEWICK, WA 99336-0640 YIWMA, WA 98909-0284 (509) 464-7100 FAX (509) 484-6353 (509)582-406d FAX (509)586-8281 (509) 575-0745 FAX (509) 576-fl238 09/15/02 10°5~,.~ ^~~Y-~...,_~-..•~'_"" • • . S09469g719 . . ~ V~J ~ , - ' , , . _ ~ - . . ~M~~N ~~RqCT I htG ~ ~M , • , ' ' . . ' • ~ . 1 . ' : . : : , : . Ct j ~ UT - . . , . • : • . . . . . A!:r°~K'+.. , ' ~ PR~♦ . t1T~'If`'~G;:. IN,~ ~a~ . - . ~ . ~ . : . . . 3. ~ ~ . CDNCR~ a oo . ,aga ~ . . ~ . , . . . . : : , ~ . , . . . ' yYA g9207-!p146 BOX,7146 . SPO~:NE~ . . ' '•C' ~ • , , . ' 't , . . , , ' . ' ' QpEAAT01~' :TIGKE. : . . . , . - , : . , . ~ . . : . i' : . ; s ~t+, . . : ' ' • . . • : . . ' • , • . . . ' • . - . . ' . ~ ~ . ~ : 3 ~ ~t ~ - . , . ~ . ~ . ~ . . ~ ~ Q;.~~~:-~..,~.~`► ~ Me~A. . - . . bATE PF~t~pfiul~R - ' ~ - ' • . - ' . ~ ; . . . : ; . . ~.148 ~U : . . ; . R. N 0 , , . . . • . - , . ' . 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' • s, 1•,~: . . ~ • . _ . ~ ~ . • ~ . . . • ..i ~Y . . . . , ; : . ~ ~S ~~EuTY F~'R £ E~T'F'~q ►AOptll~bY~►tfbf~ . ' . . . . . . . 140 . . • . _ • ~ ~ ~~FNBs ~~T ~ Q~ . 1th~ p . , • , • : • . ~ _ . • , ; ' ' . . _ • , , ~ . . - ~ 10 Q~C"t'S • • . • ' • . ' . . ; • : ~ ~ c ~ . ~ . . • - . . - . . r ~ . i: , . j. . . : r: • , , . , . 's ~ ' ~lRln~';i-•~ . . s ' ' ~ ~ . : , . ' - , • ~i ~ t • ' ' • ~rY . ' ~ , . . : , • . . , ~ • • ~ ' ' ~ , , . ~ • , ~ ' - • . . ' . . s' , , ' • ' . • ' . . . . • i . . . • ' , .QF~1 OhE~'Y~~ ' • ~ . ' ' ' ' ~ ' • , • • ' : , . " ' , ' . . 1: ' . ' , . . , - • , . . . . - • , , . - ' , , • . ~ • ; ~ ~ : ' ; . : : . , . ; . . : ~ • . . ' . , . . ..F. , t; • . . . ' . , . • , • ' . • . . , , , , . . , ' , . ' . . ' . . ~ , ' , . , . . . . . . . . • • i• . , - ' • , . • . . 4 . • . - . . • ; ~ . ~ ; , - i , ~ , i , i , ~ STINORTHWEST Z ~ 4 -A_ I SD/LS, TESTING & INSPECT/ON March 19, 2002 Mr. John Hohman, P.E. Spokane County Public Works Department 1026 W Broadway Avenue Spokane, WA 99260-0170 Re: Hanson Center East STI Project No.: C-70-S000194 Dear Mr. Hohrnan: All unsatisfactory work identified by Randy Stronks on November 14, 2001 on this project has been corrected. In your letter of February 28, 2002, you withdrew your concems regarding expansion j oint material in the sidewalks. The one broken sidewalk panel identified by Mr. Stronks is in the process of being replaced. ; Pro-Cut Concrete Cutting and Breaking, Inc. cored the sidewalk at nine random locations and ` f found an average thickness of 4 1/a inches with only one coring falling minimally below the specified thickness. I am enclosing a copy of their report and request you accept it as proof of compliance. Jim Cameron of Cameron Concrete Contractors identified the apparent pitting of approximately 100 lineal feet of sidewalk as being caused by a premature application of curing compound. This area has undergone a winter season with no adverse effects. Cameron Concrete has offered an unconditional seven-year guarantee for this section of sidewalk if necessary. We are prepared to certify this project as being in substantial conformance with the plans and Standard Specifications and request that the County accept the proj ect. Sincerely, STI Northwest ~ e Bob Graham ; Civil Proj ects Manager ; Cc: Bob Boyle, Hanson lndustrics Jim Cameron, Cameron Concrete Cantractors CLC file STI file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC AssoctAtes Inc. ~~q,663~i9 „ f ~ ~v,J • • ~ ' ~ ~ ' , 1 N co •wrAc7I~ ~ : _ . ' .,y. ' ' • : . , s . ~ . • : ~ , • ~ . CAMCRO,.._ RO: s : : ~ ~ ~ : . ~ . . . • ' . ,,a~a~sa~ t . . . ~ ~ : . , T~'!1'~G;-- ~~,,;,,;,►„r„~ ~ . . . . : - t ~ . . .G41~CRm Q , ■/~?~ae4=7st~ : 't °0 - . . ' i . . WA ,,,p14V . . , . . , a . , , . . . . ' • • • 1 • • • • • . . , • . : S . . ~ , . 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' ` . . . . • . . • - • • . , : } . ~ ,t: +?}s .rM.• • ti . ~ . , - ' , ' . . . • . • • '~i.•• •••~t•`~ ' . : . ` . . • • , • , . . ~ . . ~ ~_a. Y 140~~My~•. J.~.' t• . . ~ : t: t: . ~ ~ ~ ~ . . ~ ~ • • . , t• •O aVy WAN ' • • ' ROq . , . .~y., . : : - ~Bpf~'18~~1„1'fY~ 11~~~y ~~l.~%~_.' : • i , . . . ~ : , , . OM ~Y0~1[t ~w'~~ tyV~~ • . . _ . • : . _ . ~i~ ~T 3p DA't~ • . . • • ! ~ . . . ~ t , • ~ . . ~ . - ~ ~ ~ • • , . ~ •j. . • • • ~ ! • • ' ~ • . • • . ~+'.`i ' , ~ y. ' . ' , , • . ~ ' ^ : . • ~ . li+~ , Iw~~'• ' ~ .t . . , • ' ' ~ . ' • " ti• ~ ~ ~ . . ~ ' , , ; • . • : , . ~ . , . ~ . ~ . . • ' ' . ' ~ ~ ' . ~ • • , ' . , 'i; .t ' . • ' , . • • • , ~ ; `i , . . ~ ~ , ~ . . • . ;1 • .,ts. 'V'gB.Ql~'LY•'"'. • . . . • - . . : • ~ • . • . • ' ~ ~ , . : O ~t • • • ~ ' . ~ • ' ' ' , . fi ; • " ' • , • ' • . • ~ • 3' • ` • ` : ' . . : - , ' • , _ .'•s` tl. • , • . , . . s . . ' ~ ~ . . . • . : . . , , ~ . . _ . . . : . . ~ . • . . . i . . • 't~ i• ' ' . . ~ • ~ , ~ t. . ' , . . . '2 . . • • . . j . , . - , , , , , . . . . . • ~ " . ' ' • . • ~ it ~ • 6 . . I • , : . ' t. 1' . . . . ' . . . ~ ~ • . ' t . r S P O K A N E C O U N T Y UTILTITES DNISION A DMSION OF THE PUBLIC WORKS DEPARTMEM - N. Bruce Rawls, P.E., Utilities D'uector SEWER INSPECTION REPORT TRANSMITTAL AN4(, 41(11 , 2002 5T1 KM-m1'~~' 920 L - CLii/G25 10E AVl 5&bVzWL:-,1 t,JA , gqZaZ . ArLKI.; ~~3 f3 C P../s"ArM Re: 14A45L-A CoKIzO2. (,3N~P445EU/ FW PAvL-s rVA^0 P,4c., MJ.4. ll59KTto-YJ5 The items checked below are enclosed for your review: o. Pre pavement video inspection report and tape o Re-inspected ~ Post pavement video inspection report and~~ . v Re-inspected Final manhole inspection reports o Re-inspected Please return the VHS tape and Inspection Request Form to the Division of Utilities once you have compieted your review. The enclosed copies of the reports are for your records. Based -upon a review of the inspection report and tape by the Utilities Division, the foilowing areas may require repairs or corrective work. ❑ Pipe faults requiring dig up Cl.;~i ,4c1, L~U~ 10 Pi~ 1~. I Line cleaning 7~ ~ CoHt~ts~ tNto w(~u• ~ ~"y F~ 'r~-~' Manholes 1 ~ ~ es found ~~S'~. TK M l&J~lE2Y 15 AtaP9~4 ~N~'d TA~i Z ~ a No issu l5 U~1,~eC~~PT~Ii~ .~~.1~lkS~~44vtw ~S f~3P~ cgF zzNS Z~~1 This information is complimentary. Please note that, as the Sponsor's Engineer, you will need 5!?c.A'qual to perform your own inspection of the system in order to identify any additional deficiencies. Once you have had the opportunity to review the enclosed reports and e, please call Billy Urhausen at 477-3604. Sincerely, FctLc - Kevin R. Cooke, P.E. Sewer Planning and Design Manager ' Cc: 5CV3 50ILLI (Sponsor's - fax) File 1026 W. Broadway 9 Spokane, WA 99260-0430 ~(509) 477-3604 FAX: (509) 477-4715 TDD: (509) 477-7133 s . SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OP.ERATIONS ~ INSPECTIQN REQUEST FORM . - . DEPARTMENT- . INSPECTOR DATE: ~ - a t-d FROM: PROJECT NAME: . PROJECT REQUEST FOR: ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-N INSPECTION , Optional inspec4on, unless othenwise requested will include the same as post paving inspection. POST-PAVING T.V. INSPECTION 11 CHECK HERE FOR RE-TV INSPECTION Required inspection pnor to acceptance, includes complete video inspection of all lines for: 'cleanliness 'stub locations 'identifying any faults POST-PAVING MANHOLE INSPECTIONS SPECIAL INSTRUCTIONS: „ M/1A 1 7- , . ~ CONTRACTOR: BILLING ADDRESS: (If New) r Yln,,i~. . FIELD INSPECTOR: . RADIO NO.: (include drawing of all lines and/or manholes requested) . ROUTE • UTILITIES . • - PLANNING • . DESIGN" PROJECT NAME: • ~~1 ccr\llpY G-A-15V ACTIVITY A4-6ZJOB#: PLANNING # _LNr>Q ' 7S-6 ATTACHMENTS: ~ DRAWING OF REQUESTED ~ DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER AND 1/4 SECTIO OPERATIONS FIELD OFFICE DATE FORWARDED: ~at& BY: C5: DATE RETURNED: O• HERE AND ROUTE t UTILITIES DIVISION "WASTEWA ' OPERATIONS" ISSUE DATE: --E~~. FILE NO.: JOB NO.: VHS TAPE NO.: t ~ASAP WHEN POSSIE3LE nOTHER: ❑ ❑ -a ADD! 1aNAL 10% ~ r \ % . DATE COMPLETED: "V?.''L47, OPERATOR(S) Sr White - Utilities Yellow copy - Construction Revised 3110100 , . , SpoCo Wastewater 12007 E Empire Way Spokane, WA 99206 Tel: 509.477.1984, Fax: 509.477 6996 - -»~Inspection report r Date: Project Weather: Operator section number: Seciion Name: 0312112002 tp 47 clear dry chris 1 166/13.2N Planning Trucfc: Flushing date: Preset: Cleaned: Grade: bsp 75-00 u-307 0 Street: e tndfana ave Map #1: MH: 166/13.2N Town: spokane Map #2: MH: 164.8/12.9N Situation: street--light traffic Tape 1098 tv'd Igth: 394 FT Reason for inspection: post-pave inspectlon Diameter: 18" Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remark: 1:1000 dist code observation counter photo rate 1 8.60 DE Aebris, cteanirig needed 00: i3:12 3a 3 1 137.10 T Tee, at 10 o'ciock, diameter 8 in 00:07:18 0 ( ) ) c y 394.00 FH Finish sunrey @ mh 00:00:00 0 ~ ~ SPOCO Was4wfwYe:' 1 - • . 12007 E Empire Way Spolcane, WA 99206 , . t~~~i. 'I'e1: 509 477,1984, Fax: 509.477 6996 Y ~ Town: Street: Date: section number. Section Name: spokane e indiana ave 03/2112002 e - - - - - ~,l . _ T t<i. , :L -Y.:,Y:-.L;,~ . • ~ 7 • , , •ft ' ' ~ , ~ ~ ~~►rr . ~ ~''~,K _ I sl- ,.+,~,t~:•- rTi.r..rl:< .t~y. s, ~ `7 ~ 2F ` ~ „~e `'.yY flsi.+yr~ ."i:~~i'i • a~~ [7OF ! Ja ~ ~ ~ i ~~~~~~~IYri'~i}~"i -~r ~~'~u _~t "s ~,~~„r, S'~ :M~~~t~ •s =k~ y,. ,f.' ';vf~,~ •`rY~~,1}^~ ~~~k. , ~~~r,~ _ ~ Y J ~ ~~~•~:.f~J J.~'~` ~ •-~ZI•~•~W ~ ~y i , _ ~ ' ~•^~rk;.Y R;,' a ..v ;~'a..:~. a t r i Photo: 3a, Tape 1098, 00:13:12 Debris, cleaning needed ~ ~i ~ SpaCo Wastewater 12007 E Empire Way szw~~ Spokane, WA 99206 Tel. 509.477.1984, Fax: 509.477.6998 ' ^ f Inspection report `r Date: Project Weather: Operator. section number: Secaon Name: 03/21/2002 tp 47 ciear dry chris 2 164.8/12.9N Pianning Truck: Flushing date: . Preset: Cleaned: Grade: bsp 75-00 u-307 0 Street: e indiana ave Map #1: MH: 164.8/12.9N . Town: spokane Map #2: MH: 163.6/12.6N Situa6on: street--light traffic Tape 1098 tv'd Igth: 395.6 FT Reason for inspection: post-pave (nspection Diameter: 1g^ Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remarfc: 1:1000 dist' code observation counter photo rate 1 .8/12. N ~ _ 114.80 T Tee, at 02 o'clock, diameter 8 in 00:15:58 0 ) ) ) 382.50 T Tee, at 10 o'clock, diameter 8 in 00:21:29 0 1 3.6 t2, _395.60 FH Finish survey @ mh 00:22:11 0 ~ ~ 1 , SpoCo Wastewater ~ 12007 E Empire Way Spokane, WA 99206 Tel: 509 477 1884, fax: 508.477.6986 Inspection report t Date: Project Weather: Operator: section number: Section Name: 03/21/2002 tp 47 clear dry chris 3 163.6I12.6N Planning Truck: Flushing date: Preset: Cleaned: Grade: bsp 75-00 u-307 0 Street: e indiana ave Map #1: MH: 163.6H2.6N Town: spokane Map #2: MH: 162.4112.5N Situation: street--light traffic Tape 1096 tv'd Igth: 380.1 FT Reason for inspection: post-pave inspection Diameter: 18" Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remark: 1:1000 dist code observation counter photo rate 13.61.N . ~a l ~ 316.80 T Tee, at 10 o'clock, diameter 8 in 00:28:54 0 1 2.4/12. 380.10 FH Finish survey @ mh 00:30:28 0 ~ . , SpoCo Wastewater 12007 E Empire Way \ Spokane, WA 99206 s....c.vo, Tel: 509.477.1984, Fax: 509.477.6996 ~ Inspection report - Date: Project Weather: Operator: section number: Section Name: 03/21/2002 tp 47 clear dry chris 4 162.4112.5N Planning Truck: Flushing date: Preset: Cleaned: Grade: bsp 75-00 • u-307 0 Street: e indiana ave Map #1: MH: 162.4112.5N Town: spokane Map #2: MH: 161.5112.8N Situation: street-light traffic Tape 1098 tv'd Igtfi: 302 FT Reason for inspection: post-pave inspectton Diameter: 18" . Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remark: 1:1000 dist code observation counter photo rate IAML 1 2.4l12. N ~ 1 ) ~ 124.40 T Tee, at 10 o'clock, diameter 8 in 00:33:05 0 ) ~ 933.40 DE Debris, *cleaning needed 00:34:10 10a 3 1 1 5/ 302.00 FH Finish survey @ mh 00:37:49 0 fF" L~ t ~ i -...._Kd - , _ _ _ - - ~,r • ~5,~~~v ~'.1as4~~r,~W~Ce.° . 12007 E Errp9re Way , Spoi;ane, WA 99206 ~ 7eL 509.477.1984. Fax 569.477.6590- • - Town: Street: Date: sect+on number: Section Name: saukane e indiana ave 0312112002 4 162.4/12.5N _ . f . ^ i . : r ` i f • ? ,t ' n~" a.ri~ - . i . • i~ '1, M ~ ' ' t ~ i~l I i , • f; ~ V t' .y ~h`'~ +~l. ' ..1~ ,~h~i • "p LL1%i`~ ~ : r• ~ • J'~:,fi.' ~H~ . `dti• , Photo: 10a, Tape 1098, 00:34:10 Debris, cleaning needed ~ SpoCo Wastewater ~ 12007 E Empire Way Spokane, WA 99206 s,.,wowTel: 508.477.1984, Fax: 549.4T7 6996 Inspection report L ---r Date: Project Weather: Operator: section number: Section Name: 03/26/2002 tp 47 clear dry chris 5 161.5112.8N Planning Truck: Flushing date: Preset: Cleaned: Grade: bsp 75-00 u-307 0 , Street: e indiana ave Map #1: MH: 161.5/12.8N Town: spokane Map #2: ' MH: 160.8I13N Situation: street--light traffic Tape 1098 tv"d Igth: 242.7 FT Reason for inspection: post-pave inspection Diameter: 18" Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remark: 1:1000 dist code observation counter photo rate 1. 12. N 6.50 ST Start of sunrey 00:56:39 0 44.70 DE Debris, cleaning needed 00:57:40 25a 3 ) 1 t 178.70 T Tee, at 10 o"clock, diameter 8 in 01:00:25 0 242.70 DE Debris, cleaning needed-rocks-whole line 01:01:56 3 1"~,~242.70 FH Finish survey @ mh 01:01:56 0 • ~ v ~ s _ o _ _ . ~ ~ ~ . _ _ _ ~ ~ - - ` .~i!JaC.d ~/c SfC?d'Jc:f`.?5' h~l 12007 E E rnpire Wdy I~. Spok0ne, WA 99206 'i eI• 509 477.1984. Fax: 509 AiI 6996 ~ l a . - - - _ - A Town: SEreet: Date: section number: Section Name: spokane _ e indiana ave 03/26/2002 5 _ 161.5112.8M _ ' _ . . . . " `MF rk s r 4 • sp13kt3ne . ~ e indiana ave 61~. 2 ~ i31~1 i ~ .j ~ f3 ~ 2.f~s .2002 i, N" ~k f - - Photo: 25a, Tape 1098, 00:57:40 Debris, cleaning needed ~ r / SpoCo Wastewater ~ 12007 E Empire Way Spakane, WA 99206 n.rzcL.oTel: 509.477.1984, Fax: 509.477.6996 Inspection report ~ r - Date: Project Weather: Operator. section number. Section Name: • 03/25/2002 tp 47 light rain chris 6 160.8113N Planning Truck: Flushing date: Preset: Cleaned: Grade: bsp 75-00 u-307 a Street: e indiana ave Map #1: MH: 160.8/13N Town: spokane Map #2: MH: 159.7I13.3N Situation: street--light trafFic Tape 1098 tv'd Igth: 366.9 FT Reason for inspection: post-pave inspection ' Diameter: 18" Section Type: wastewater Material: PVC Length: • ProteGtian: Grid: 13542 Fite 2351 Remark: 1:1000 dist code observation counter photo rate 1 Q.8 36.50 ST Start of survey 00:45:20 0 46.10 T Tee, at 10 o'clock, dlameter 8 in 00:46:57 0 ' ~ 149.70 T Tee, at 02 o'clock, diameter 8 in 00:49:57 0 ( ) 303.40 T Tee, at 10 o'clock, diameter 8 in . 00:44:44 0 366.90 FH Finish survey @ mh 00:46:23 0 1 4w. SpoCo Wastewater ~ 12007 E Empire Way Spokane, WA 99206 Tel: 509.477.1984, Fax: 509.477.6996 Inspection report Date: Project Weather. Operator: section number. Section Name: 03125/2002 tp 47 Ught rain chris T 159.7113.3N Planning Truck: Flushing date: Preset: Cleaned: Grade: bsp 75-00 u-307 0 Street: e indlana ave Map #1: MH: 159.7/13.3N Town: spokane Map #2: MH: 159H3.5N Situation: street--light traffic Tape 1098 tv'd Igth: 229.7 FT Reason for inspection: post-pave lnspection Oiameter: 18" Section Type: wastewater Material: PVC Length: Protection: Grid: 13542 File 2351 Remartc: 1:1000 dist code observation counter photo rate AML 1 9 !'1 N 38.10 T Tee, at 02 o"clock, diameter 8 in 00:47:40 0 r ~ • 102.80 T Tee, at 10 o'clock, diameter 8 in 00:49:28 0 ~ 1 9 S 229•70 FH Finish survey @ mh 00:56:27 24a 0 , • ~ , i ~ ~ . , _ - - . ~ - _ _ ____z_e.s._ - - -P - - SPaCo ?lyasfet'vafe: L ; 12007 E Empire Way I Spof:ane, lNA 99206 ,":"i„-°. i'el: 5a9.477.1984, F2x: 569.477.6946 Town: Street: Date: section number: Section Name: ~ spokane e indiana ave 03/25/2002 159.7/13.3N vz T ~~~.t ~t" „t~►~~,^ ~ ~ ~ ~ , • , s .~yi ^Y d k~ e 1 ~1 r ; ~~.~I~t~4{~%r-+,l~~~;~~~'~xi`r,~~ 3 r~a« I~ ~ a~~w~rs~., ~►a" ~ ~ 1.3. '3N:~=~>~~,1 ' T ~ , _ • t~ ~ ~ ~ ! • ~I. ~ ,y . r. ~ =i ~ ~ x'p ~vr ~r~•ar•+ ~ .v.,~ ~ Y' ~ ~F~~ •~~.•i' .e ' - r, ~ I ` s~it ' ry fl + • ' L. ~ i . ~ Photo: 24a, Tape 1098, 00:56:27 Finish survey @ mh ~ SpoCo Wa ,12007 E Empire Way, Spolcane, WA 99Z06, Td; 509.477.1984, Fax. 509.477.6996 1! h center east ph 2mdb • sec a nnbu: 2. Date -Location -Street iNalID b No. - 164.8112.9N 4312112002 spokane e indiana ave X Y Z caordinates -manhole iype -dimensions cone ~ Maierial ~ Protection ~ Remark 8« non-focking, paved . Nr. 1 B" Ilne from saAh erftrs rtth 3' ebove sl~elf I ( I I I ~ I ~ . I ~ I I j I I ~ I I l I I ~ I I ~ l I ~ l I I I I ~ . dia. . . condifion I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I ~ I I I I! I I I I I I I I hansm cente► east qh 2.e,ap n page:, . : M•.^~.~' <"*n+t . }y~ ~ ➢ i ~ d' ons ~-7 X 'Y'coardbaiES.. ..l - Date - rnarit-iole type ! ti „ 1. n+ -~.+~.y.~. . J ! r~~. „-•.~r ~ ~ ~.~..r ~ . ~ . ~ ~ . . . • _ p~.ot~~~i,-,~ _ ~ non-Iocking, paved ( . . ~ ~ f~ ^•~n-Ir~~n'~r~~_; ~ ~ t" i" :i <<-'~ . . . i r _ _ 3" line from south Enter a ~ ~ t ~ ~ i ' . _ ' ~ r ~ I 1 ;t o a_.....~....._._._....__.,.. . { . . . , i i J i ~ ~F0 C0 VV,!~ S TMg,TER ltVtf, r:C a n v Ct, recent , r, selected f e Indlwfl& Alr' ~ 4 ~ ~ ! . , . Mar , 2002 v2:`~ p,~~C SpoCo Wastewater,12007 E Empire Way, Spokane, WA 99206, Tel: 509.477.1984, Fax: 509,477,6996 11 hanson center east ph 2.mdb sr number; 7 -Date ' -Location -Street .,iap No. 159.7113.3N 03I2512002 spokane e indiana ave -X Y Z coordinates -manhole type -dimensions cone - Matenal ~ Protecbon - Remark 11" Nr. ode conditio ~ I . I out d. o , o . o o ~ ~ I I ~ I I ~ ~ ~ I I 1 I hanson center east ph 2.mdb page:l SpoCo Waslewater,12007 E Empire Way, Spokane, WA 99208, 7e1; 509.417.1984, Fau: 509.477.6996 ll ~-con center east ph 2.mdb number, 6 -Date -Location -Street -Map No. , ,*~M 160.8113N 0312212002 spokane e indiana ave . -X Y Z coordinates -manhole type -dimensions cone - Material - Protection - Remark 15" non•locking Nr. „e co , o ~ 1 I . I I ~ I I ~ ~ 1 I I ~ { I ~ f I I ~ I I . ~ ~ I I ~ ~ Nr. ~ I I l I ~ I 1 . ~ . material , , . . . , ~ N I I I I { I I I I I I hanson cenker east ph 2.mdb Il page:l r number.5. SpoCo Wastewater,12007 E Empire Way, Spokane, WA 99206, Tel: 509.477,1984, Fax: 509.477.6996 ,h!^son center easl ph 2.mdb • ,~a No, -Date ' -Location -Street P . 161.5112.8N 0312212002 spokane e indiana ave -X Y Z coordinates -manhole type -dimensions cone - Material ~ Protection ~ Remark non-locking 12" Nr. onditio ~ I I i I ~ I ! I ~ I ~ I I ~ I I ~ , ~ I I ~ ~ I I ` , , , N ~ I M I ~ I M N I f ~ M ~ ! I ~ N N , I I ~ ~ hanson center east ph 2.mdb 11 page:l SpoCo Wasiewater,12007 E Empire Way, Spokane, WA 99206, Tel: 509.471,1984, Fax: 509.477.6996 h--zon center east ph 2.mdb ; number. 4 -Date -Location -Street Map No. - 162.4112.5N 03l2112002 spokane e indiana ave -X Y Z coordinates Ynanhole type -dimensions cone ~ Material ~ Protection - Remark 13" Nr. ,d• onditio 1 1 I I i I I I f I I I I I I I I I I ! I I 1. I I I I I . I l I I , „ , , . , I ~I I I I I l I I I I 1 f 1 I I I I I I I I i I I 1 I I I I I I I~ 1 I I I 1 ~ I I I hanson center east ph 2.mdb 11 page:l SpoCo Wastewater,12007 E Empire Way, Spokane, WA 99106, Tel: 569,477.1884, Fax: 509.477,6996 1/ b^-on center east ph 2.mdb s( _.,number: 3~ -Date -Location -Street iap No. oft-,- 1 fi3.6112.fN 0312112002 spokane e fndiana ave ~ -X Y Z coordinates manhole type -dimensions cone - Material - Protection • Remark 13" Nr. „e co , o ~ Nr. ~ I I ~ I ~I 1 ~ , . . . . . , I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I~ ~ I I I I I I I hanson center east ph 2.mdb 11 page:l ~ F SpoCo Wastewater,12007 E Empire Way, Spokane, WA 99206, Tel: 509,477.1984, Fax, 509.477.6996 I! h- --on center east ph 2.mdb $ number. t - t~ Date -Location -Street Map No. ~ 166113.2N 03l29I2002 spokane e indiana ave - ~ -X Y Z caordinates -manhole type -iimensions cone ' ~ Material ~ Protection ~ Remark 6„ non-locking, paved Nt. o- ond , ~ I 1 I I I I ~ ► ~ I I I I II ~ I I I I I I I I Nr. ~ I I I M I I i . I I I I I ~ I I ► I I I I , , , . I I ~I I ~ I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I , hanson center east ph 2.mdb 11 page:l NORTH INEST ~I 04.. SOILS, TEST/NG & INSPECT/ON April 9, 2002 Spokane County Utilities Division 1026 West Broadway Avenue Public Works Building, 4th Floor Spokane, WA 99260-0430 Attn: Billy Urhausen Re: Hanson Center East Sewer C-70-S000194 Dear B'illy: I have discussed the problem with MH 11 (164.9/13.1 N) with the contractor. It appears that the installation of this manhole was an honest misinterpretation of the plans and not an attempt to force fit something in the field. Sheet 5 of the approved plans indicates a ten-foot jump in invert elevation from the adjacent sewer services. This information was sent on to the manhole manufacturer who calculated a grade back to the manhole and planned for an eight-foot drop. ~ However, the barrel sections were mis-stacked in the field which produced the approximate three-foot drop. Everyone is certain CLC was contacted, but they have no record or recollection on an inquiry. The barrel section containing the stub was core drilled at the factory and a Kor-N-Seal adapter installed. It is my recommendation therefore that an interior drop connection be placed on the stub in conformance with County Standard Plan U-10B. This would allow for the system to operate as designed and allow for any necessary cleaning. This would provide the County with a system in conformance with specifications without putting a large monetary hardship on the contractor and a large patch in Indiana Avenue which would . result from a dig-up. Please contact me with your concurrence or concerns with this solution. Sincerely, STI Northwe ~ Bob Gra m Civil Projects Manager Cc: Bob Boyle, Hanson Industries CLC file STI file 2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 • Fax (509) 534-9755 A Division of CLC Associates Inc. G - -7 . WES_ERN CONCRE-E P. ..y ~ J CONTRACTOR: MANHOLE NUMBER: ~ ~ PROJECT: RIM ELEV: 915.70. SPECIFICATiONS: ~ - INVERT OUT: 75 . 78 , NET HEIGHT: /9 . 92 . JOINT TYPE: WALL THICKNESS: 5" S.W. ~ STEPS: = S PRECHANNEL INVERT? - S ~ COUPLER PE: -,J r _V~~ . . ~ i ~ ~ p✓~ . vp . , ~ ; . ~ RIM ELEVATION CASTING ~ ` ~r 1! Kr: d ADJUSTING ~ ~ • :RINGS 67 AMT.- . . , A ~ : s : I ~ yl , ~ . . ; 9 W ` _ ~ ✓L ~ ~ L 61-q) ;~~•2• s5~~ ounEr ~ /.Ic vi 5 Ec.~~'o~1 , N - . (J~~3) L 1 " F= c M U n ~ y8*' Y q, SFc .5 z) W ~ rl co Int • . L / . ~ • 1- ~ 4 S Z ~ O ~ C O CO • O . .~AA W W ~ . (n X W co ~ m Y C ~ ~ o ~ . L.~ _9 ~ ~ e. C. - ZO - 5 000 ~I`t- ~ ,1 r S P ~ K A N E C O ~CJ N T Y UTILTTIES DMS10N A DIVISION OF THE PUBLIC WORKS DEPA1tTMENT N. Bruce Rawls, P.E., Utilities Director April 10, 2002 STI Northwest Attn: Bob Graham, Civil Projects Manager 2214 East Riverside Avenue Spokane, WA 99202 Re: Hanson Center East Sewer C-70-S000194 Dear Bob: This is in response to your letter dated April 9th, 2002 regarding MH No. 11 (164.9/13.1 N), which was installed out of specification. Spokane County Division of Utilities has reviewed your recommendation suggesting the construction of a standard interior drop. We will accept your ~ recommendation providing that the attached detail of County Utilities Standard Detail U-10B (san'rtary sewer manhole inte(or drop connection) is followed per the attached plan. A$.100 sewer manhole tap fee will be billed to the contractor, and a Division of Utilities inspector is required on-site at all times while the work is being performed. Please call me 24 hours in advance to schedule an inspection. My direct line is 477-7298. Sincerely, Billy Urhause Cc: Bob Boyle, Hanson Industries Kevin Cooke, Spokane County Division of Utilities 1026 W. Broadway • Spokane, WA 99260-0430 •(509) 477-3604 FAX: (509) 477-4715 TDD: (509) 477-7133 ~ - NOTES THIS MANHOLE MAY BE USED IN SPECIAL CIRCUMSTANCES UPON APPROVAL BY THE SPOKANE COUNTY SEWER DESIGN MANAGER. MODIFICATIONS TO THIS DETAIL MAY gE REQUIRED, OEPENDING UPON THE SPECIFIC INSTALLATION. ~ RING ANO COVER ~ SEE U-14 • ADJUSTMENt SECTION/CONCRETE X~71 BRICK OR CONCRETE GRAOE RINGS 2 :2 NONSHRiNK WATERPROOF GROUT I : N BETWEEN ALL RINGS & FRAME. • ~ , STRIKE OFF EXCESS MORTAR, SMOOTH ON INSIDE AND OUTSIOE Q ~ Of AuJUS7MENT StCiiOh. ~ - GASKETED ECCENTRIC ~ o P wp"Tw AQL Fi.?1L:Y CH 1 P OtJT C-XI5( . '48" 1'YP. . M4RZ~►fZ, FeoM tN~st~L"- e)F STEPS (SEE NOTES) - ~ ) Kv¢ - ni - 5,~-., i3cx~T. ~ FIOW ~ . . • . CORE OR{LL HOLE ANO INSTALL . ' ~ KOR-N-SEAL MANHOLE ADAPTER CUT OUT TOP HALF (NO SUBSTITUTES) ~ OF PIPE . ` ' . ~ {NSTALL P.V.C. TEE BACK INSIDE KOR-N-SEAI. MANHOLE AOAPTER ~ P.V.C. DROP PiPE . AS SHOWN SO THAT VERTICAL ~I SECTION OF P.V.C. OROP P{PE CAN BE SECURED TO INSIOE OF ; . MANHOLE WALL W{TH STAINLESS MINIMUM SUPPORT: 90. . STEEL STRAPS. 1"WiDE x 1 j8" TH1CK ; M. 14, - INSTALL P.V.C. 8EN0 TO OIRECT STNLS. STL. STRAP @ 3' O.C. FLOW OOWNSTREAM IN SECURED TO MH. WALL WITH ' MANHOLE CHAN 1 j2"x2" STNLS. STL. FASTNERS. ~ 04140 aq l'~Ot~ N i~J EX157. N OTE: I MAMHOLC. b6iJCl4. aJ6L6 . ' ADDiT10NAL ANCHQRS MAY BE cow#4 `j('eLvu-l Ar. REDUIRED OEPENDiNG ON THE r5wu>J. 04%4%eocT SPECIFICS OF 1HE INSTALLp4ay1, \ 8 ~ PV.G. 43O° 15W0 WIZN . ~ CU7 f'of't: S~(oft7 Plt~. OF ImP+t. F:wsµ wrm ANO Co-( o14 aMGW Ct~a~u.t~Z, FwSN wtTW C'wv.iaEL ~.J`N R. COO MA►~ 5~►~ C~T' . 4 . o~ . =eoo , EA5►T F~S~~NAL E~ t~ j 1 MA4J t.lO~r~~ { ~ l {i• I I ~4.9/15 WJ ~we~ NEXPIRES 8/20/001 \SUNDARD\U-l0 tv t * APPROVED:L~ ~ wft. STANDARDSHEET uTIunFl ol CTOR SANITARY SEWER MANHOLE oA~:" ►~.Ci INTERIOR DROP CONNECTION U-10B SPOKANE COUNTY DEPARTMENT 0F PUBLIC WORKS N0. I OATEi 8Y I CKD. I AHHK.1 KEVI510N SPOKANE, wa_ (509) 477-3604 0 5 SPOKANE COUNTY UTILITIES DIVISION WASTEWATER OPERATIONS INSPECTION REQUEST FORM ~ • . , •A- . INSPECTOR DATE: Z Z~ 8 Z FROM: S'Tr N v f2To WF~,S7' ~ GZO-~ PROJECT NAME: V4A&js0 N GF H~Ec~ PROJECT REQUEST FOR: ~ PRE-PAVING T.V. INSPECTION ~ CHECK HERE FOR RE-TV INSPECTION Optionai inspection, unless othervvise requested will include the same as post paving inspection. ~ POST-PAVING T.V. INSPECTION UCHECK HERE FOR RE-TV INSPECTION Required inspection prior to acceptance, includes complete video inspection of all lines for: 'cleanliness 'stub locations `identifying any faults ~ POST-PAVING MANHOLE INSPECTIONS ~ SPECIAL INSTRUCTIONS: 4 - ~ 6 O . . IN~ rC,T o t n1(. C-7 -r-C~_ 4- fz,q ~ Lr~ 110 f- C~ ~ r 6LW~ C7- lSeS CONTRACTOR: G owTi t4 a wrIL lr G aNT rLAcroFZS BILLING ADDRESS: (If New) FIELD INSPECTOR: RADIU NO.: (include drawing of all lines and/or manholes requesfed) AT THIS TIME ROUTE • UTILITIES D • ANNING AND DESIGN" PROJECT NAME: ACTIVITY JOB#: PLANNING # ATTACHMENTS: ~ DRAWING OF REQUESTED 13 DRAWINGS AT AREA INCLUDING MANHOLE #S WASTEWATER , AND 1/4 SECTION #S OPERATIONS FIELD OFFICE DATE FORWARDED: BY: DATE RETURNED: HERE . . ROUTE . UTILITIES , • . . - OPERATIONS" ISSUE DATE: FILE NO.: JOB NO.: VHS TAPE NO.: ~ ASAP ~ WHEN POSSIBLE ~ OTHER: DATE COMPLETED: OPERATOR(S) White - Utilities Yellow copy - Construction Revised 3/10/00 07/16/02 14:41 FAX CLC Associates. Inc. fA 001 ~MOTRA~IDUM 707 w. TrH AVE. ME 9uITE 200 SPOKANE oeNVER WASFIINGTON 99204 P 509 458 6940 SPOKANE CL F' 509 45e 6e44 sALT LAKE CITY C A55GCIA~"E5 ~ r A . ATT^'= ~~Graktan. STI FR o ws: Susan Murphy DATE: 7116J02 . Re: Pond B`208' Required and Provided Volumes; Hanson Center East (98573) Bob: I am enclasing for your records a copy of a page from the dreinage report, which was approved by Spokane Countjr on November 13, 2000. The area Iisted in Table No.1 under Impervious area for Pond 6 is 80,137 squaPe feet The '208' requirement is based on that one haif inCh of rainfall on that impervious erea, which r'esults in a volume of 3.339 cubic feet required. tn an 8" depth, the required bottom acea (I have exGuded side siopes votume) would then be 5,009 square feet, (3339 s.f. /.67 ft). The pond was designed with a bottom area of 5,123 square feet, yielding a volurne of 3,432 cubic teet. Therefore, the volume provided exceeds the volume requiced. Detail 2 on Sheet 5 of the approved plans lists the required 208' volume as 7612 cubic feet, and the provided volume as 7646 cubic feet Both numbers are incorrect.. Please give me cali 9 you have any questions. Yhank you. . ~ 07/16/02 14:41 FA% CLC Associates, Inc. 0002 F - tfie Spokane County Guidelines for Stormwater Management. The project consists of four basins; A, B. C and D_ Basins A and B refer to the onsite basins, C and D to the basins with o#fsite flows. '208' Calculations As shown on the 208' calculation wortcsheets included, the '208' storage volume provided is adequate to perform 208' fireatment for the runvff cxeated by the first haff-inch of rainfalf upon the Indiana Avenue asphatfic surfaces within the basin it serves. QRA1NAGE CALCULATIONS SUMMARY Bowstring calculations have been induded for individual basins to determ[ne the extent of storm drainage faciiities required for the 10-year event and 50-year events, The basin chacacteristics are summadzed below with #he remaining cafculafions in the appendix. Table tVo. 1-Basin Sumrnary Yable - Areas ~t'~~ • • ► I N TL' ~ J , . aZy. . . A 793,095/18.21 143,928/3.30 73 Sub-Basin A1 570.910/13.11 71,964/1.65 70 Sub-Basin A2 222^185/5.10 71.964/1.65 B 749.235/17.20 8Q,137/14$4 - 70 Sub-Besin B1 , 690,568/15.85 39.574/0.91 69 Sub-Basin B2 58466711.35 40,563/0.93 , , 1 Test Resu~lts , , ; j~. ~ ,J~ ~ ~ , . , . ~ ~ _ . - MOISTURE - DENSITY RELATIONSHIP sample Iaentificatior►: GRAVELLY SAND . Sampte Description: CSTC Gravell Sand Liquid Limit Plastic Limit Plasticity Index Classification Type of Test ASTM D1557-91 C Maximum Dry Density 140.5 pcf Optimum Moisture Content 7.4 % 150 J _I _ 1. 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J_ L J_ 1_ J~ L _ L J_ L J_ L~1 - L J_ L _ L J_ L~I ~ L J_ L_I _ L 1 1 1 1 1 1 1 I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 1 1 ~-r~-r~-r-i-r-i- -i- r -i- r -~-T -rr -r -i i-rT -ri-ri-r ~-ri-r~-r~-ri-r -r~- rn -r~-r~ -r -r'~-r -rr -rr -rr 90 ~ 0 5 10 15 20 25 30 Moisturre Content (~6) Lab No. ~ Project: Hanson Center East ~ Location: INDIANA AVE.-WEST END NaRTHWEST Job No.:. C-70-S000194 Date: 4/30/2001 JWTTAF . ~ 1 - - - ~ 145 140 , ~ 135 Laboratory ID No. 651 Description of Material CSTC - Pae Asphatt 130 Test Method AST'M D1557 Method C 125 TEST RESULTS Maximum Dry Qensity 137.7 PCF 120 Optimum Water Content 8•1 % ~ ~ ATTERBERG LIMITS ~ W 115 0 er LL PL PI o ~ ,110 Curves of 100% Saturetion for Speafic Gravity Equal to: 2.80 105 - - - vA 2.70 2.60 100 ~ 95 90 ~ r ~ ~ 85 LE I I I_1+t FF[ IN 1\ N 1;4 0. 5 10 15 20 25 30 35 ~ . ~ WATER CONTENT, gb MOISTURE-DENSITY RELATIONSHIP Project: Hanson Center East 0 Location: Indiana STA 169+75 ~ JVTJ NORTHWEST Number: c-70-S000194 ~ a 145 140 ~ 135 Laboratory ID No. 6491.0 Description of Material CSBC - Poe Asphaft/Stateline 130 Pit Rock Cor. -135.5 Test Method ASTM D1557 Method C 125 TEST RESULTS Maximum Dry Densiiy 132.5 PCF 120 Optimum Water Corrtent gA % ~ ~ ATTERBERG LIMITS W 115 } LL PL PI ~ 0 ~ 110 Curves of 100% Saturation 1\ IA N for Speafic Gravity Equai to: 2.80 105 2.7p 2.60 100 95 90 - Q ~ 85 ~ 0 5 10 15 20 25 30 35 ~ . . a WATER CONTENT, °•G MOISTURE-DENSITY RELATIONSHIP ~ ~ Project: Hanson Center East ~ Location: Indiana STA 167+00 ~ JFTJ NORTHWEST Number: C-70-S400194 ~ PROJECT: 401-,LSOvl PROJECT No.: e `7a `Sa oo 1,74 REPORT No.: X/ fi~ NORTHWEST DATE: - - TECH: -1%,LA . 3628 E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fa1c (509)534-9755 _ . . _ - - ~ - - - FIELD DATA BATCH DATA CONCRETE SiJPPLIER ~~VI~I PC~" ~~1! ~C MM No.: '3 Z I I08 DATE OF SAMPLE TRUCK No.: z 8 TIME OF SAMPLE TICKET No.: Ad9B ^-ts WEATHER/I'EMP ~af~y~pc1~+A Gc-~~ S,ACKS CEMENT / GY. S_7Sv . ~ sAMIPLE TYPE G X ~ 2 t,~ 1~ TYrE cEbtErrr STRUCTURE TYPE S l~o NL BATCH TiME SAMPLE LOCATION I61~ 4' Oo ~ S iOtZ END PLACEMENT TIME ~.!8 ! t9 r,dL- oL " 0. AU e . ADrtIItTURES ~ i4 Pz. clO it ' TOTAL CUBIC YARDS PLACED ' C) MAX AGGREGATE SIZE 3/4 SAMPLE TAIEN FROM J D C.Y. oi BATCA WATER (Ibs) 2(76 Cure Boz WATER:CEMENT RATIO • S^I Notes: DESIGN S'I'RENGTH /~00 C3 , 'FIELD TESTING DATA - TEST RESULTS SPECIFIED VALUES SLUMP (1/4 in.) [ASTM C 1431 7 CONCRETE TEMPERATURE [ASTM C 1064] -1- ~ C9 10 ir cid, I r AIR CONTENT (0.1 [ASTM C 231 ] ~~170 4 ` Z L 5 024 WATER ADDED (gal) 10 c:c p22~~- ~ ~ WATER:CEMENT RATIQ a 6'3~ LABORATORY TESTIlNG DATA LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE 4 Zex> '~Zc~v c 14 w G1 1 Q 100 s-D 28.?-(v . . SAMPLED BY CHECKED BY GAm,d REVIEWED BY ASTM C31,C39,C511,C617, 1231 O:\STnLAB\FORMSICONCR REPORT V2.0 3/00 ~ PROJECT: PROJECT No.: C- 7o - S(gvq zoy REPORT No.: ~~r&V AIORTHWEST DATE: - _ 1 f. ~ TECH:A 3628 E. FERRY 2. QC3 sPOx~, wA 99202 CONCRETE SAMPLING ~ AND TEST REPORT (509)534-9711 Fax (509)534-9755 - , - - , FIELD DATA BATCH DATA CONCRETE SUPPLIER pw1 MIX Na: Aq . DATE OF SAMPLE Zdi TRUCK Na: 'I'UVIE OF SAMPLE AO TICIKET No.; ~ WEATHER/I'EMP joy o '*J~' - SACKS CEMENT / C.Y. SAMPLE TYPE 4~6 x t 2r C.~.~ L. TYPE CEMENT AiRVLi'Vita'+ 1 iiFi c BATCH TIME ~L/ . ,,.,~r_ SAMPLE LOCATION- END PLACEMENT TIME . a. TEL" • ADMIXTURES AmRff OQ O z . , , TOTAL CUBIC YARDS PLACED MAX AGGREGATE SIZE V41 ~ . SAMPLE TAKEN FROM GY. of ~O BATCH WATER (Ibs) 14 Cun Boz s~ WATER:CEMENT RATIO Notes: DESIGN STRENGTH , FIELD TEST'IING DATA - . TEST RESULTS SPECIFIED VALUES ~c SLUNiP (1/4 in.) [ASTM C 1431 ~ CONCRETE TEMPERATURE [ASTM C10641 `?Z d AIR CONTENT (0.1 [ASTM C 231 ] WATER ADDED (g,al) WATER: CEMENT RATIO . LABORAT4RY TESTIlNG DATA LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (PSI) TYPE a! 41~ /O l 7 cou w ~ 36 90 , ' ~b ~ . f~. % . . , SAMPLED BY&<~,~ CHECKED BY L0'iel REVIEWED BY pl~✓ ASTM C31,C39,C511,C617,C1231 ~ O:1STN.ABIFORMSICONCR REPORT V2.0 3/00 PROJECT:1L2,<a',, PROJECT No.: C- 70-,5OW 19 -el REPORT No.: ~ ,WTl NORTHWF-ST DATE: / -1`3628 E. FERRY ~ SPOKANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA CONCRETE SUPPIIIER -jL4QM MIX Na: SZ DATE OF SAMPLE 4W.6 I TRUCK Na: call`i TIIKE OF SAMPLE R fgz) . TICKET No.: Z wEATEcERrrEi►sr sACxs cEMErrric.Y. 7~ SAMPLE TYPE TYPE CEMENT ra ` I MvcrvRE WPE , C'rzrh sATC[ITMIE SAWLE LocAUoN tGo - Exn eLAcEMErrr TnME A AnMIXTUREs -Atg A&qD ~ TOTAL CUBIC YARDS PLACED 11qAX AGGREGAIE SIZE -~n , SAMPLE TAKEN FROM ~ GY. of ~ BATCH WATEIt (!bs) -4l Cace Boz WATER: EME RATIO ~ Notes: DESIGN STRENGTB ozO t FIELD TESTIIVG DATA . , ~ . TtST RESULTS SPECIFTED VALUES SLUMP (1/4 in.) [ASTM C 1431 Aq De-S . t,. 0 CONCRETE'TEMII'ERATURE [ASTM C 1064J AIR CONTENT (0.1 [ASTM C 231] 14 .9 Q X - 7 U l la 1'6 WATER ADDED (gal) AZlDw d-b o,s sa bS~ ~ ~ . WATER:CEMENT RATIO , LABORATORY TESTING DATA ; . I L I LAB FIELD DATE TEST ACiE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In,) LpqD (I,bs) (psi) TYPE 1 , , • ~-338 -A 1 44,3 7 &-x I'Z 28.3 5- 1 yDS86 Lf,?4e0 LMW ~70 4-//7 14 4 : ~ SAMPLED BY A .(r- CHECKED BY REVIEWED BY ASTM C31,C39,C511,C617,C 1231 O:MnL.AMFORWCONCR REPORT V2.0 3/00 PROJECT:_&/ktS'D/,J ~1✓r-'sw PROJECT No.: t REPORT No.: ~ NORTHWEST DATE: TECH: ~,--):362$ E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534•9755 , . FIELD DATA BATCH DATA CONCRETE SUPPIdER C~~/Ul MMxo.: .32- / / / Z- DATE OF SAMPLE TRQCK No.: fS- TIItiiE OF SAMPIE ~ O TICKET No.: wEATHFAWMr Dl/ V ~ sACKS cEmnm icY. sAMTLETVIFE `6)c/2 C j~L TVPE cEMErrr srxucrm rYrE 640-7'a-Z. sAmcs TOM sAMeLE LocATIorr Q /At/~- ~4,f/Et ENn riAcFAWErrr IMKE AnMIXTuuES ,f~►~ 1'OTAL CUBIC YARDS PLAGED MAX AGGRT.GATE SIZE SAMPI.E TAKEN FROM / D GY. of ~ BATCH WATElt (iW) curt so: wATER:cKMENT R►Tro . 3~ Noks: DFSiIGN STRENGI'H mo p.51 . " FMLD TESTIING DATA . TEST RESULTS SPECMD VALUES ~ . . SLUMP (1/4 in.) [ASTM C 1431 CONCRETE TEMPERATURE [ASTM C10641 AlR CONTENT (0.1 [ASTM C 231 ] Ile 7/ 0 7` (o . O VYATER ADDED ($al) wATER:cEMErrr RATTQ ~ 3~ ~ LA►BORATORY TFoSTING DATA - -r LAB FIBLD DA'IE TBST A(3B SUE ARBA TOTAL S1RBNOTH TECH BREAK IDNo. ID REC'D DATB (Days) (sq. In.) LOAD (Lbs) (psi) TYPE , NO A -6 '6 1 7 11 ~xrz , 1 J v ~ 7-V Zf z4._143- 730. 9& . ..~.s_ . ~ . . . . . . , ~ . . . Uz6 - . . . ~ ~ . , , a . . l~ . . . SAMPLED BY 1 CHECKED BY REVIEWED BY brv4 A~STM C31,C39,C511, 517, 1231 ST11LABTORMS1 ONCR RE 0:1 PORT V2.0 3/00 PROJECT: Aa +~s-~ 2!~ t (-ef (zr PROJECT No.: -6a~oo 19-4 REPORT No.: ~ DATE: 8 /D I c ( rI NORTHWEST TECH: ~ "A ~e~hsa►-, ~ 3628 E. FERRY - SPOKANE, wA 99202 CONC1tETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 4c5c3 FIELD DATA BATCH DATA CONCRETE SUPPLIER Y Ce- IAA-01C MIX Na: ~ 2113~ DATE OF SAMPLE . O/O O • TRUCK Na: I"T TIME OF SAMPLE T: SS TICKET No.: 0 W ! l ~ • WEA E SACKS CEMENT / C.Y. :J SMZPI.E 1'YPE ~ ~ • TYPE CEMENT 9MUCTURE TYPE 5 ~ I BATCH TUM /O . . s,aMIPrE LocATIoN END ri.AcEMIErrr TEMIE lo L73 4%,70 - .L)~ Jv -S1 ai►L AnMrXTuxrs _~(3 Ar-- Qo • TOTAL Ci1BIC YARDS PLACED MAX ACANUEGATE SIZE ~>A SAAZPLE TAKEN FROM C.Y. oi m~ BATCH WATER (ibs) Gbre Boz tYllINO r`1l ~0d S WATER:CEMENT RATIO Notes: S )Ads r~ p: (C DESIGN S7'RENGTH 3Q)b i ~ ~ . ~ FULD TESTING DATA TEST RESULTS SPECIMD VALUES SLUMP (1/4 in.) [ASTM C 1431 ~ IZ~ ~ CONCRETE TEMPERATURE [ASTM C 1064] qb o~ AlR CON`TENT (0.1%) [ASTM C 231] • Z !O Y'S -7o WATER ADDED (gal) AoAw 1 ~ WATER:CEMENT RATIQ • S I o S LABORATORY TESTIING DATA - . ~ LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID RBC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE 28 6,f ,L Zg.t+ 1osS-3v 38qa CA CA,w d ~ _ . . . SAMPLED BY 7--\ CHECKED BY1jA/J,~ REVIEWED BY . ASTM C31,C39,C511,C617,C1231 O:\STN.AB\FORMS\CONCR REPO-RI V2.0 3/00 4 ~ ~ • ~ ~ ~ ~ ~ r ~ PROJECT: ~aoso vA PROJECT No.: ~ - ln - Soao 1'14 REPORT No.: p jjWrl NORTHWEST DATE: S113le, r TECH: 3628 E. FERRY ~ SPOKANE, WA 99202 CONCRETE SAMPLING AND TElST REPORT (509)534-9711 Fax (509)534-9755 - - . T r . FIELD DATA BATCH DATA CONCRETE SUPPLIER Y V` zX MDK Na: 321152 DATE OF SAMPLE ~ l/3 10( TRUCK No.: .131 TEbiE OF SAMPLE 4 S TICKET No.: b Q's76 WEATHERlTEMP SACKS CEMENT / C.Y. -S- 7lS SAMPI.E TYPE ~ x TYPE CE11W1VT L r ~ STRUCTURE TYPE O~wa~ IC BATCH TIME snMrt.Ei.ocATIorr l78 +ao ENm rrAcEMErrr TM e * T,A4 r u,AI No Cik-- Sid~ ADAMTURES TOTAL CUBIC YARDS PLACED MAX AGGRT.GATE 3IZE 3/Q SAMPLE TAKEN FROM ~C) C.Y. ot S~ BATCH WATER ([be) :9I S6 Cnre Boz J`(°c>4'SO WATER:CEMENT RATIO s(SO Notes: DESIGN STRENGTA r ~ : FIELD TESTING DATA TEST RESULTS SPECIFTED VALUES SLUMP (1/4 in.) [ASTM C 143] ~ 3/d rl _ m CONCRETE TEMPERATURE [ASTM C 1064] AIR CONTEIVT (0.1%) [ASTM C 231] 713 C~ WATER ADDED (gal) WATER:CEMENT RATIO , ` LABORATORY TESTING DATA , LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (DaYs) (sq. In.) LOAD (Lbs) (psi) TYPE 1 4~9-~ g-2o 7~x~~, 9 Z, lo ,z8o c~w ~ ~ w ~ q 1 o G X ~ Z. zs.Zip c^w d ~2 28 f~ 1-ia. 28 . 6 xl z~ - z+, mo 2z.o 4 Z--sb _ 9✓ . . x~ . ; - ; - r _ . SAMPLED BY CHECKED BY-01") REVIEWED By_i~l ASTM C31,C39,C511,C617,C1231 O:1ST11I,AB\F0RMSIC0NCR REPORT V2.0 3/00 PROJECT: ~ct,460A PROJECT No.: G-Zo -s cxoo 145 REPORT No.: 6 S,jFTI NORtHW~ST DATE: IP 114~pS TECH: ~ 3628 E. FERRY SPOKANE, WA 99202 CONCItETE SAMPLING AND* TEST REPORT (509)534-9711 Fax (509)534-9755 • . _ . _ - . - ~ X - FIELD DATA BATCH DATA CONCRETE SUPPLIER B-Cj. 1 Y►~C MIX Na: 3Z13 2 DATE OF SAMPLE I TRUCK No.: ~ TQ4IE OF SAMPI.E TICKET No.: 3 I I JS~ vvEATEWRrrEMr sacxs cEMEavr i c.Y. 7S- saWLE nTE Z~ TYPE CEMENT L, r FarA-e~ slMucruM TYrE s ; dl,e,w a BArtcH TM ~t - Iv sAMPLE i,ocanorr 19l +S' 0 EM rL►cEAffrrr TnMM t ~ 1,,Xaa 40' "NIIXTUM 4 ~ A- TOTAL CUBIC YARDS PLACED MAX AGGRTGATE SIZE 3/4 SAMPI.ETAKEN FROM -50 C.Y. oi do BATCH R+ATER (lbs) 2/4 3 Care Boa lklab 4-00 k) WATER:CEMENT RATIO . Notea: DESIGN STRENGTH 3 ~OO FIELD TESTING DATA - 'TIgST RESULTS SPECIFUD VALUES SLUNiP (1/4 in.) [ASTM C 143] 7~ G~f CONCRETE TEMPERATURE [ASTM C 10641 AIR CONTENT (0.1%) [ASTM C 23 1] ~l~ S- 7- ~Zo WATER ADDED (gal) ~ 16 WATER:CEMENT RATIO LABORATORY TESTIING DATA , LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Uays) (sq. In.) LOAD (Lbs) (psi) TYPE 42~I - 5 g -2 _ ~ GXI2 28, Z 6 qZ8 Z a "3?8o ~.mlO c~ 21; 1 Zcs' 2~ ~Wtg.o yl / o CWAA) d ► ~ ~ J-1L `g : -Z~- ~ i. l $`l20 So ..o~wvl ~ SAMPLED BY T CHECKED BY REVIEWED BY ~ -G~ ASTM C31,C39,CS11,C617,C1231 O:~STU.AB\FORMS\CONCR REPORT V2.0 3/00 PROJECT: A aAsc...4 (4- ,PROJECT No.: ~ 70- ~ Unfl I Y~ . REPORT No.: 96 NT/ No~Ytiw~s~ DATE: 5/is ~o r - TECH: Y wt 3628 E. FERRY sroxAxE, wA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA GONCRETE SIJPPLIM ` rc" ~ r~C MIR No.: 3 Z t t 0S DATE OF 3AMPLE TRUCK Na: . 3 3 Z TI1KE OF SAMPLE TICKET Na: /0 (7 'T6:~ WEATHERfMMIP n %A sacxs cEMEvTi c.Y. sAWLE "TE TrrE cEMMavT L aFarQ-.P- "xvcrM TWE UTcg TD" SANPIZ LOCATION I8I4O O S END PLACEMENT TIIHE -,ILAe- 0~r.J~ amc~ ~ AnAuXTtrRrs lA 9'0 TOTAL CUBIC YARDS PLACBD MAX AGGRF.GATE SUE 3~ ~r 2 Z.ZG SAMPI.E TAKEN FROM 3 C' C.Y. of BAT.CH WA'I'ER (Ibs) c,.n Boz wATER:cEMExr xATzo o g2 . Notea: DESIGN STRENGfH 3OG0 l FIELD TESTIlNG DATA TtST RESULTS SPECIMD VALUES SLUMP (1/4 in.) [ASTM C 143] s coNCRETE TEMPERATURE [ASTM c1064] 70° t= --?o AIR CONTENT (0.1%) [ASTM C 231 ] ~ - ~ 70 - 7 S-76 WATER ADDED (pl) WATER:CEMENT RATIO , LABORATORY TESTING DATA , • T I i I I i LAB FIELD DATE TEST A(3E SIZE AREA TOTAL STRLNGTH TECH BREAK IDNo. ID REC'D DATE (Da3's) (s9. In.) LOAD (L.bs) (psi) TYPE 94d g-Z2 7 G02 r.8,74 9-7575- 3L45-6 cAW ~ a • ~2 '~E~ Zs. Z~ ~ °~sst-~~ 3-, 15 . 2~ q -1~ ~g Zg . uP~ z8 ton . 2 ~ , - - - , - - - - - - - SAIVII'LED BY_yj CHECKED BY_t~t" REVIEWED BY ASTM C31,C39,C511,C617,C1231 0:1ST1\L.AB\FORMSICONCR REPORT V2.0 3/00 PROJECT:_9aoSov1 . , PROJECT No.: 6 -70 -.5 a~ l7 q REPORT No.: e7 r ~~TI NORTHWEST DATE: I TECH: 1 ~~i~1~o 3628 E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA CONCRETE SUPPIdER u,I PC`L 1M MIX Na: 321108 DATE OF SAMPLE 9),4101 TRUCK No.: 21"f 1'IIKE OF SAMPLE 9:" a8 TICKET No-- /O! s'2S_ WEATHER/IEMP S wN Y1 ~ 72a r - SACKS CEMENT / C.Y. ~5- -T.s- SAMPLE TYPE e)(12 L4I- TYPE CEMENT C. a ff Ou'4-G- Y t y "J STRUCTURE TYPE S i~ W~ 1 L BATCH T1ME -.1 ~S *7 SAMPLE IACATION END PLACEMENT TaVIE Tv'%~i aN a. goe - AnMMTUM M p 4 TOTAL CUBIC YARDS PLACED G~j • MAR ACGREGATE SIZE A SAMPLE TAKEN FROM 40 C.Y. o! BATCH WATEB (Ibs) Cnce Boz , WATER:CEMENT RATIO • Natea: DESIGN STRENGTH 3o0O . . , - . F&LD TESTING --DATA TiST RESULTS SPECOTEED VALUES SLUNiP (1/4 in.) [ASTM C 1431 CONCRETE TEMPERATURE [ASTM C 10641 AIR CONTENT (0.1%) [ASTM C 2311 S7o WATER ADDED (gal) WATER:CEMENT RATIO • ~ ~ ' y , LABORATORY -TESTING DATA LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRF?N(3TH 'tECH BREAK ID No. ID REC'D DATE (DaYs) (sq• In.) LOAD (Lbs) (psi) TYPE 426 o ~ 17 ~3 -2~ 7 ~ t~l~ mcu, ieo 9p0 c,.,,,, d, I jll - WBo y/ c_0 n cAuJ d l~ - -r Z I.Sao Lt300 . C&,w. ~ . .y _ ~ . SAMPLED BY 7~:( CHECKED BY_aLw/ REVIEWED BY ASTM C31,C39,C511,C617,C1231 O:\STnLMWORMSICONCR REPORT V2.0 3/00 U.S. SIEVE OPENING IN INCHES I US. SIEVE NUMBERS ~ HYDROMETER 6 4 3 2 1 1 3/4 1/23/8 3 4 6 810 1416 ZQ 30 40 50 60 100 140 200 100 95 --T----- ~ gp A~1 --i---- - ~ w ~ 1 1 1 80-- 1 1 1 1 1 75 - - ; , TO M - - t \/V-- S ~ O 60-r ~ 1 1 } 5t m ' W 50-- : ~----t- z LL ` H 45 ; •-t--i- z U d ~ ■ ~ ~ T I a W 35-- ' - - 90 - ; ~ ~ ~ 25-- ' 20-- ~ i - - t---- i ^---i-- -t------ 10 --t---- t -----t-- ~ 0~ - - - ' - - 100 10 1 0.1 0.01 0.001 C3RAIN SIZE IN MILUMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY ccarse I hne I coarse I medlum I flne Speamen Identification ~ Descripton of Material ~ LL ~ PL I PI ~ Cc I Cu 1 657 1.0 ~ ACP Class E- Poe Asphalf/Post Falis Pit 1 14.22 148.53 m ~ L Limit E 1.0 1 11.60 129.88 • I U Lim it E 1.0 ~ • ~ ~ 1 11.33 167.34 Specitnen Identification ~ D100 ~ D80 ~ D30 ~ D10 ~%Gravel I %Sand ~ qGSilt I %CIay 01 657 1.0 1 31.75 ~ 5.362 1 1.581 1 0.11 1 43.4 1 48.2 ~ 8.5 o m ~ L Limit E 1.0 ~ 31.75 ~ 12.7 2.94 ~ OA25 ~ 63.8 ~ 34.2 ~ 2.0 ~&I U Limit E 1.0 ~ 31.75 ~ 5.717 0.804 ~ 0.085 43.5 ~ 47.5 ~ 9.0 ~ GRAIN SIZE DISTRIBUTION ~ Project: Hanson Center East ~ Locafion: Indiana STA 180+00 16' Rt. ~ ~ JWTff NORTHWEST Number: C-70-S000194 ~ . U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NIMERS I HYDROMETER 6 4 3 2 1.5 1 1/23/8 3 4 6 $10 1416 20 30 40 50 60 100140200 100 - GC 90 ---i-- $Jr ! --y---- ~ ~ ' $o - ~ ~ - ~ ~ ~ - ~ i 75 ' - - . M . , TO ' r ; - - - , ~ , ~ ' e y 1 65 - 1 ~ ~ . } t.C~ v~• ~ ~ W 50 Z ~ ~ d~ Z 1v 1 W ~ ~ M - - T/ a 35 ; - - ; 30 - - ; 25 - - 1 1 1 1 ~ ' ' 1 \ AA . L V - - 1 ` 1 ; \ 1 15 ~ --T---- ~ . , , , . 10 --+-----~i -----i- g --i---- ; -----i- . , ; 0,-- ' - - 100 ~ 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILUMETERS C066LES GRAVEL ~ SAND SILT OR CLAY coarse I ftne I coarse I medium I fine Speamen Identification ~ Description of Material ~ LL I PL I PI ~ Cc I Cu 1 688 1.0 ~ ACP Class A- Poe Asphatt . ( 1 1 14.28 137.21 m ~ L Limit A 1.0 ~ • ~ ~ 1 11.66 120.53 A ~ U Limit A 1.0 ~ • ~ 1 11.33 136.87 ~ Spearnen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~%Sand ~%Sitt I %Clay • 1 688 1.0 ~ 19.1 5.51 ~ 1.87 ~ 0.148 ~ 44.3 ~ 49.1 ~ 6.6 ~ m I L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ;A ~ U Limit A 1.0 ( 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 GRAIN SIZE DISTRIBUTION Project: Hanson Center East Location: Indiana Ave. STA 185+00 ~ JWTff NORTHWEST Number: c-70-S000194 U.S. SIEVE OPENIfVG IN INCHES I U.S. S[EVE NUMBER5 I HYDROMETER i 6 4 3 2 1.5 1 1/23/8 3 4 6 810 14 16 20 30 40 50 60 100 140 200 100 - 1 ~C w ~ ~ - - \ J wa5 - - ~ ~ 80 - - 75 ' L- - ; 70 - ' -t - ; 4 , 65 - - H 55 - m W 50 ; ------i- •-T---- ~ Z ~ U- F- 45 --i---- : ~-i---- z w ' ~ 40 W a 35 - - - ; ~ , 30 ' - -t~- - i , 25 - ; T 20 - ' ~ ` - ' 15 - - 10 i -----i- , : 5 --i---- ; -----s-- 0 - , - - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine ~ coarse I medium I fine Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 667 1.0 ~ ACP Class A- Poe Asphatt 13•78 156.03 m I L Limit A 1.0 1 • ~ ~ ~ 1 1•66 120.53 A I U Limit A 1.0 1 • ~ ~ ~ 11.33 136.87 1 1 1 1 Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~°rbGravel ~%Sand ~%Silt I %Clay • 1 687 1.0 ~ 19.1 ~ 4.958 ~ 1.288 ~ 0.088 ~ 41.2 ~ 49.7 ~ 9.1 m I L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 co&I U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 a ~ GRAIN SIZE DISTRIBUTION ~ Project: Hanson Center East ~ ~ Location: I ndiana Ave. STA 184+00 ~ Jfrff NORTHWEST Number: c-70,so00194 ~ iw ~ r = U.S. SIEVE OPENING [N INCHES I U.S. SIEVE NUM13ERS I HYDRON[ETER , 6 4 3 2 1 1 y4 12~ 3 4 6 810 1416 ~ 30 ~ 50 ~ 100 1~ 200 100 - Qw~ 9Q --t---- •----t-- --1---- ~ ~t 1 80-- 1 1 75 - ' - - ; , 70 ; - - ; ; ~ ~ ~ ~ ~ ~ • r~ ~ ~ ~ ~ ~ ~ ~T ~ ~ ~ T ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M - - 1 , t/ - ' ~ 5 } 55-- - - --tir----- ~ m W 50-- --t---- Z LL ~ 45-- Z ~ i ~ '~I t W , ~ 1 a ; 35 - ' - : ; , . . ; 30 ' ~ - . , 25 - , ~ T ~ ~ T ~ ~ ~ \ T 20 - ~ - - ~ 1 1 N - ; ~ ,s . . , 10 i -----i-- ; 5 --y---- - , , ; 0~ ' ' ' 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine I coarse I medium I fine Speamen Identification ~ Description of Material ~ LL ~ PL I PI ~ Cc I Cu 1 658 1.0 ~ ACP Class E- Poe Asphaft/Post Falls Pit 1 14.31 153.65 m ~ L Limit E 1.0 1.60 128.88 A ~ U Limit E 1.0 1.33 67.34 Specimen identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~°6Sand ~%Silt I %Clay • l 658 1.0 ~ 25.4 ~ 6.867 ~ 1.945 ~ 0.128 ~ 48.2 ~ 43.7 ~ 8.1 ~ m ~ L Limit E 1.0 ~ 31.75 ~ 12.7 ~ 2.84 ~ 0.425 ~ 63.8 ~ 34.2 ~ 2.0 U Limit E 1.0 ~ 31.75 ~ 5.717 ~ 0.804 ~ 0.085 ~ 43.5 47.5 ~ 9.0 ol I I I_ 1 I 1 I I I I I I I I I , o GRAIN SIZE DISTRIBUTION , . a Project: Hanson Center East ~ Location: Indiana STA 172+00 16' Rt. ~ JWTff NORTHWEST Number: c-70-S000194 ~ U.S. SIEVE OPENING M INCHES I U.S. SIEVE NUMBERS I NYDROMETER 6 4 3'2 1.5 1 1/2W8 3 4 6 810 1416 20 30 40 50 60 100140200 100 - ; 95 ----a-- --t---- ~ gp - T----- ---a--- ~ ~ $5 --j-----7 , ; ~ 80 - - a_~ ~ , ~i~ '~L_ ~ ~ ~ 75 ~ - , ; ; , 7p - ' ' - - . , , . , , . ; , , g5 • - - _ ~ . . . ~ ~ ~ ~ ~ ~ W 50- - Z ~ F~ 45'_'- . , z V ~ ~ ~ ~ ~ - ~ - - 1 1 40 W a 35 - - ' 1 1 1 1 I 1 1 1 1 1 MV V . - ~ . • ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ♦ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 1 1 1 1 1 1 1 1 I 25 - , ; . . 20 - ' ~ ~ ' - ' 1 I ~ \ ~ 15 -----r-- ; ~ . ; , . , . '1 ~ 10 - ' - i i 5 --i-----: , , t , , 0 ~ , - ~ - - ' 100 10 1 0.1 0.01 u 0.001 ~ GRAIN SIZE IN MIWMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I Rne I coarse I mediurn I fine Speamen Identfication Description of Material ~ LL ~ PL I PI ~ Cc I Cu 1 686 1.0 ~ ACP Ctass A- Poe Asphalt 1 13.36 137.50 m i L Limit A 1.0 1 . I I I 11.66 120.53 • ~ U Limit A 1.0 1 11.33 136.87 ~ Speamen Identification ~ D1 QO ~ D60 ~ D30 ~ D10 ~ 96Gravel ~ q6Sand ~°r6Sitt I %CIay • ~ 686 1.0 ~ 19.1 ~ 5.013 ~ 1.5 ~ 0.134 ~ 41.6 51.5 ~ 6.9 Q m l L Limit A 1.0 ~ 18.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 45.7 ~ 3.0 l U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 d I ~ I 1 ~ I I I ~I i I f I 1 I I - GRAIN SIZE DISTRIBUTION ~ Project: Hanson Center East ~ ~ ~ Location: Indiana STA 167+00 ~ JWTJ NORTHWEST Number: C-70-S000194 . ~ U.S. SIEVE OPENING IN INCHES ~ U.S. SIEVE NUMBERS I HYDROMETER ~ 6 4 3 2 1. 1 3/4 1/2 3/8 3 4 6 810 1416 20 30 40 5060 100 140 2W 100 - QC . vv M - ; 85 ; ; 80 --i---- - ; 75 - 70- - - ; - ; M - - • ~ ~ ~ ~ r~a ~ ~ ~ ^ ~ ~ ~ ~ ~ ~ \/V S 1 C2 60.-- - ' ------r-- -T- , , 5 ' ' 55---- t , Z 50.-- . ; - - t---- N , ~ - - ; ; ~ --i---- 45'- Z i \ W ' 1 ~ M,_~, V • , ' - ~ - ~ T/ a : - M 35-- - ~ ~ 30--- ~ ~ . ~ - - , 25L ~ ~ ; . , 20 ; --T---- ; . . ~ - ~5~-- --+-----~i -----r-- ~ - 10 --t----~-i ; . . ; . 5 ' . , : 0 - - - ~ - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILUMETERS COBBLES GRAVEL ~ SMD SILT OR CLAY ~ coane ~ Ctne ~ cflarse ~ medittm I 6ne Speamen Identification ~ Description of Material LL ~ PL I PI ~ Cc I Cu 1 649 1.0 ~ CSBC - Pce AspNettlStateline Pit ~ 1 11.98 138.76 m ~ L Limit (CSBC) 9.0 ~ . ~ 1 12.58 121.31 ,&I U Limit (CSBC) 1.0 11 .40 176.07 ' Spedmen Identification ~ D100 ~ D$0 ~ D30 ~ D10 ~ 96Gravel ~ %Sand ~ %Sitt I %Clay • 1 648 1.0 ~ 31.75 ~ 10.141 ~ 2.289 ~ 0.262 ~ 61.8 ~ 31.2 ~ 6.8 ~ m ~ L umit (CSBC) 1.0 31.75 ~ 18.259 ~ 6.35 ~ 0.857 ~ 72.9 27.1 ~ 0.0 ~A ~ U Limit (CSBC) 1 .0 31.75 ~ 8.623 . ~ 1.172 ~ 0.113 ~ 53A ~ 39.1 7.5 ~~I N I 1 I 1 I I GRAIN SIZE DISTRIBUTION Project: Hanson Center East ~ ~ Location: Indiana STA 167+00 ~ JWrl NORTHWEST Number. c-70-so00194 ~ ~ U.S. SIEVE OPENING IN INCHES I U.S SIEVE NUMBERS ( HYDROMETER ~ 6 4 3 2 1.5 ~ 3/4 1/23/8 3 4 6 810 14 16 20 30 40 50 60 100140200 100 " 1 ~ 95 --T---- -----r-- --T---- ~ '~l \ 90 - ~ ~ ~ - ~ l\ HJ SO 75 --T---- V-7-- TO ~ 65 --i---- • ---T-- ------r- ~ sQ ' --1 - ~ ~ -T---- ` } 55 ~ ------r- an ~ w 50 Z U- H- 45 ; - -----j- --i---- w ~ ~ 40 W - a 35 --i---- --i---- 30 --i---- ~ -----L- --i---- 25 --i---- -----i- --i---- ZU , 15 ~ -----i- ~ . 1 0 - - -----i- - 5 - - 0 • 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse I fine I coarse I medium I fine Specimen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc ~ Cu I 583 1.0 I GP-GM - Poorly Graded Gravel with Silt and Sand 1 1.44 111.23 Specimen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel ~%Sand ~%Silt I %Clay • 1 583 1.0 1 25.4 ~ 7.354 1 2.637 ~ 0.655 1 54.6 1 38.1 ~ 7.3 ~ I I I I ~ I • a GRAIN SIZE DISTRIBUTION a . o Project: Hanson Center East 0 ~ w, Location: STA 165+00 W ~ JWTF NORTHWEST ►vumber: ~-~-7o-S000194 H ' : _ : - U.S. SIEVE OPENINO IN If~lCHES I U.S. SlEVE NIAMIBERS 1 : WNYDaOMETEft* 6 4 3 2 1.5 1 1R318 3 4 6 810 1416 20 30 40 50 60 100140200 100 " 95 90- - ; ; ; ~ - - 1 - - ~ J . , vv ~ ; ~ 1 1 I 1 1 ww 1 1 I ~p . ~ ~ ~ , ~ ~ ~ ~ , ~ ~ , ~ ~ ~ ~ ' ~ ~ ' ~ ~ ~ ~ • ~ ~ ~ T \/V 1 ~ 1 I 1 1 ~ I 1 1 1 75 -_-n . ; 7p - ' - • , ~ 65--- - ' ' ~ - ' - - ' S , 1 , I I - T - r - ~ - - r - S2 60--- • ~ ' - - ~ I 1 ~ 1 ~ 1 ~ 1 1 ~ ~ ~ m ~ ~ . W gQ t - Z ~ 45 - ' ' ; - ; -t , . W V ~ - , , - , / V - - - . . . - - - - L - . - - • - - y . 40 LL ~ ~ ~ 1 W a 35__._ . i---- ~ 3p - ' - - ; 2.5 • T---- ' r-- ' ; 20 ~ ' - - ; ; ' - 15 - +-----c - , , , . : ~ - 10 --t-----i , , . , , , , • . , , , . 5 ~ . . , 0~ 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES G~~L SAND SILT OR CLAY ooane ~ ftne ~coam ~ meaium I nn0 , Specimen Idenlfication ~ Description of Materiai ~ LL ~ PL ~ PI ~ Cc I Cu 1 595 1.0 ~ CSTC - Spokarie Rock ProductslChatteroy Pit 11.28 143.42 m I L LlMR (CSTC) 1.0 10.66 115.04 • ~ U UMIT (CsTC) 1.0 1 11.59 138.22 I I 1 I 1 1 I N ~ I I 1 I Spedmen Identfication ~ D100 D80 ~ D30 ~ D10 ~ 96Grevel I Mand I 96SItt I 96Ctay • 1 585 1.0 1 18.1 1 6.703 1 1.148 ~ 0.184 1 46.8 1 45.9 1 7.3 ~ m I L UMIT (CSTC) 1.0 ~ 18 ~ 7.172 ~ 1.507 ~ 0.477 ~ 50.0 ~ 50.0 ~ 0.0 l U UMIT (CSTC) 1.0 ~ 19 ~ 2.867 ~ 0.584 ~ 0.075 ~ 30.5 ~ 59.5 ~ 10.0 ~ ~ i~ ~ 9 GRAIN SIZE DISTRIBUTION ~ Project: Hanson Center East ~ Location: Indiana Roadway ~ JWTff NORTHWEST Number: C-70-S000194 ~ ~ U.S. SIEVE OPEMNG IN INCHES i U.S. S[EVE NUMBERS T 7 I 'rMYDROMETE 6 4 3 2 1.5 1 1/2 3/8 3 4 6 810 1416 20 30 40 50 60 100 140 200 100 - ; 95 ; . , , 90 ~ , ~/1 - - vv 1 80 ~ ~ 1 1 ' I 1 1 75 ~ ~ ~ _ , , 7p • ' - ' - , : , . , , . ~ 65 • ' • ' - - ' 1 ` 1 1 1 r ~ _ ~ 60_ - ' ~ , " 1 ~ ~ - ~ - T - - 7 _ * - ~ 1 1 1 _ I I m 55 - , . , w 50 •-+-----t - - - Z z q5~-- - a-----; , • s---- W ~ - ~ . 40 W ~ a 36-- - ~ • , , 3p • ' - - ' - ' ~ - . ; . ; . 25 - - , ; , ~ T 20 - - 1 1 \ ~ I 1 1 1 1 1 1 1 1 1 1 1 1 _ 15 ~ 10 - •----t--- : , , ; ; 5 . , , 0~ ~ ~ - ~ ~ - ~ - 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY ooarse ~ 6ne ~ coame ~ med[um I 6ne Spedmen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 606 1.0 ~ ACP Ciass A- Poe Asphaft 14.38 138.34 m i L Umit A 1.0 1 11.66 120.53 Al U Limit A 1.0 1 11.33 136.87 ~ I I I i I I I I I I I I Spedmen Identification ~ D100 ~ D80 ~ D30 ~ D10 ~%Gravel ~ 96Sand ~%Sitt I %Clay • 1 606 1.0 ~ 18.1 ~ 6.001 ~ 2.003 0.153 ~ 46A ~ 47.0 ~ 6.7 m I L Limit A 1.0 ~ 18.1 ~ 7.023 ~ 2 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ♦ ~ U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 58.7 ~ 7.0 I N 1 I I I I I GRAIN SIZE DISTRIBUTION . ~ Project: Hanson Center East . ~ Location: Indiana Ave. STA 165+00 JFTff NORTHWEST Number: C-70-S000194 ~ ~ U.S. S1EVE OPENITIG IN IPtCHES I U.S. SfEVE NUMIBERS I HYDROMETER 6 4 3 2 1.5 1 1/2~ 3 4 6 810 1416 ~ 30 ~ 50 ~ 100 1~ 200 ~ 1Qp - 95_- ~ ~ 90-- A5-- W wA ~ w , w 1 ~ 75' i 70___ ' ~ _ _ ' , . ; 65-- ~ - - , . . S2 60- - • ~ ' ~ - ' } 5$ r ------r- - t----- m ~ , . ~ W rjQ •-+-----i 1-- ------F- --t----- Z ~ H 45--- •-y-----: - Z ~ . 1 I 1 40-- W a 36 - - , , ; , 3p • - . ; ; . : . 25 _ _ • 2p - ' ' - ~ , , 15 - . ; , , . . _ ~p--- ~-t-----~ , , , , : . 5 , , . 0~ ' - ' ' - - 100 10 1 0.1 0.01 0.001 " GRAIN SIZE IN MILUMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY ooarse I tlne I ooarse I medium I fine Speamen Identification ~ Description of Material ~ LL ~ PL ~ PI ~ Cc I Cu 1 684 1.0 ~ ACP Class A- Poe Asphalt 14.24 141.69 mi LumRA 1.0 1 . ~ I I 11.66 120.53 • I U Limit A 1.0 11.33 136.87 ~ I I - 1 1 I I I Speamen Identficabon ~ oIao ~ oso ~ D30 1. Dl o ~ 96Gravel ~%Sand ~%silc I %clay • I 684 1.0 ~ 19.1 ~ 6.644 ~ 2.12 ~ 0.159 ~ 50.2 ~ 43.5 ~ 6.4 g m ~ L Limit A 1.0 ~ 19.1 ~ 7.023 ~ 2 ~ 0.342 ~ 51.3 ~ 45.7 ~ 3.0 ~ U Limit A 1.0 ~ 19.1 ~ 3.756 ~ 0.712 ~ 0.102 ~ 33.3 ~ 59.7 ~ 7.0 ~I I I I I 1 I 1 14 I I~ I i I l I I ~ GRAiN SIZE DISTRIBUTION Project: Hanson Center East ~ ~ Location: Indiana STA 181+50 ~ JFT# NORTHWEST Number: c-70so00194 ~ ~ U.S. SIEVE OPENING Ild Wf:HES I U.S. SIEVE N1J11ABERS ( HYDRaN1ETER F ~ 6 4 3 2 1.5 1 1/23/8 3 4 6 810 1416 20 30 40 50 60 100 140200 100 - QC vv \ 90 r 85 i i N 80 ' , : 75 ' - - . M ' m ~ - - M M ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~r. ~ ~ ~ ~ ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N/ r ' \ 1 60 ~ 55 W 50 Z LL \ ~ 45 W \ ~ An - - T/ a 35 - ' - \ - ; 30 - ' - , \ 25 ' ~ \ 20 \ 15 ---~r- ~ . . ; ~ ; 10 ' -----t-- --i---- ~ -i---- 5 ~ 0 . 100 10 1 0.1i 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL ~ SAND SILT OR CLAY coarse ( fcne I coarse ~ med(um I flne Spedmen Identification ~ Description of Material ~ LL ~ PL I PI ~ Cc ~ Cu 1 651 1.0 ~ CSTC - Poe Asphalt 1 1 2•61 151.63 m ~ L LIMIT (CSTC) 1.0 1 0.66 115.04 U LIMIT (CSTC) 1.0 1 11•59 138.22 1 1 1 I I 1 I I I I Speamen Identification ~ D100 ~ D60 ~ D30 ~ D10 ~%Gravel I %Sand I qoSift I %Clay • 1 651 1.0 1 19.1 1 3.296 1 0.741 ~ 32.7 1 56.6 1 10.8 o m ~ L UMIT (CSTC) 1.0 ~ 19 ~ 7.172 ~ 1.507 ~ 0.477 ~ 50.0 ~ 50.0 ~ 0.0 ~A ~ U LIAAIT (CSTC) 1.0 ~ 19 ~ 2.867 ~ 0.584 ~ 0.075 ~ 30.5 ~ 59.5 10.0 ~ I I I I I 1 I- ~ I I I I I I 1 ~ GRAIN SIZE DISTRIBUTION ~ - ~ ~ Project: Hanson Center East ~ ~ Location: Indiana STA 169+75 ~ JWTff NORTHWEST i Number: C-70-S000194 , _ . ' , A. ` • ] MOIS --DENSITY R.ELATIONSHIP CURVIE ~ ASTM D 1557 ~ - ~ ~ Method C . GRADING ANALYSIS Project: Hanson Center East SCREfN SIZE % PASSING AS TESTED Client: Hanson Industries s incn File Name: HANM S000181-2 4 incn Date Tested: November 16, 2000 3 i"cr' 2 inch 100 Tested By: D. Schmitz ~3/4incfi ss 100 .~~i a Sample Number: 7468 M`~ $ Sample Location: 40' East of Sewer Manhole #1 Sample Description: Light Brown Silty Sand with Gravel ~ Corrected Dry Density, pcf: 147.0 Maximurn Dry Density, pcf : 139.0 Corrected Moisture Content, 4.5 Coarse Aggregate Correction, 96: 35.0 - 180O timum Moisture Content, 6.5 Bulk Specific Gravity (assumed): 2.65 1e ' I I I I I I I I I I I I I I I I I O Optimum Point' 1e I I I I I I I I I I I I I I I I I I • Proctor Points I I l I I I I I I ~ I I I I I I I I I I i I 172 I I I I I I I i I I I I I i I I I I I I I I 170I I I _ I I I I I I I I I I I I I ~ I I I '68 I I I I I I i I I I I I I I I I I I I I I ,66 I I I I ~ I I I I I ~ I I I I I I ,64 I I I I I I I I 1 I I ~ I I I I I I I I 1 ,62 I I I I~ II I I I. I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I 160 I I I I I I I I e~ I I I I I I I I I I I I I~ I I I I I I as I I I I I I I I I. I 154 I I I I I I~ 1 I I I I I I I I I I I _ ~,52 I I I I I I I I I I I I~ I I I I I I I 250 1 w,48 I I I I I I ~ I I I I I I I I I I I I I o146 I I I I i I I I I I I I I I I -I I I I I I I I I I I I I I I I I I I I I I I I I I ~,42 I I I I I I I I I I I i I I I . I I I ~ 140 1 1,01 1 138 138 1 34 132 130 ,28 I I I 1 I ~ I I ~ I I I I I I I I I ,26 I I I I I I I I I I ~ I 1 I I I I I - 1z, ( I I I I I I i I I i I I I I I I i I ,22 I I I I I I I ~ I f I I I I 1 I I I I I I 1201 I I I I I I I I I I I I I I I I I I I I I I I • 0 . 0.5 1.0 1.5 2 2.5 3.0 3.5 4 4.5 5.0 5.5 6 8.5 7.0 7.5 8 8.6 9.0 9.5 10 10.5 11.0 11.5 12 MOISTURE °!o . J Reviewed By S - - GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING ► . ~ fl• ~ ~ O K ~ V~ ~ i ` 'a,sV ~ ~ST . ov~ sT1 NpR . . ,~~oN LoG . . XN~pE nd p ~ q Li , R. E _ N~ 0JECT C~ v- ~ h So'^ Jp PR~~ we s , ik S 1q ~ a~~~ p G~ 5 i n b Q v~ e-~ C e41 S s b~ , . 1rz;, bCtas-r L6 ~ . ~ ~ S5 GaS' 5 ~ 1 b ~ ~wL I 7~ ~ou e. v►641e;`' I I , . 13 GL, s~~ - ~ ~/Z~ p ~g ' r,~CQ~w~ • ' ~ , b D p_pgCESStJRE I> R, , -II~ET~R _D~NSITY R p~pE ~ Z O~CRE~'E C C gEW'ER ~NSpE~~`~N WERP~'E S- gs-SE . Sex Sa ~ ST pE~T~qN LpG . . , IlNS , C)p p I~`~ ~ RnsecT . ~SU54, p ^ . ✓ y I 1 P ~4eJ , [(7 Gno ~ ~ ✓ SF ss ~ ~ ~ Se ~ ~ t4 L • . 6[716 V 16 DfF L1 co 1 C ,D ~ ~ 711, ~ z1 4:r~~ rr S5~gE ~ IA~pL d E a ~ 2 ~ 55 ~LETIDRY~LL ~.~1 ~AteRp~E ,CpSCgVTE VER ~ ,~.~pE; C ~STOgIi 5E ~SpE~ S-SE~Rp~E . 5 ~ ~ STI NORTHWEST - INSPECTION LOG PROJECT NANE:~~q~/ (°~wT~ Ce45~ PROJECT NUMBER: c -?o -S oo nt S4 42-710 i 2S Dc~ Jt) ~SS 8-~ r>Tf sf s ss ftlOWlo--tt (srp 193,.1es~ ~ . . -t. -F ~SS ~ 14 fe c o - t c S~`o~ 1~1- 14 ~/sn, z7 b /Mg 9-~Z rEsrs, ~d 9-13 i~7 -ifX ~ 28 Ltuz TS' 4d,/4 Jp , ,uuF ►4 ' ! ~ mI 16- S l Z. ~-33 . ~ 30 ~-f & 48 i;i f`1 A ! 3 ~ ~CR ~ 1Y11~! pfe,~ ' ►S~ ~ r?3t5Z~- 31tzL 37-1 3~ ~ SS M9~-~~~/t z ~ Q ~oos - I3 5tA' ►?6+50 -1 ~k-&6~ ~Aj . . ~31.. Z 3m'1 3Co ~ lfti,~ ~ s~ : ~ ~ ~~~T INSPECTION TYPE: C=CONCRETE D=DENSITY I=INLET/DRYWELL M=MANHOLE F=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE STI NORTHWEST , . INSPECTION LOG PROJECT NANE: ~'A-1050xJ E-A57t PROJECT NUMBER:j:::~-,cz0O0( t9 r-EL 0~ JAA (~.,Lve,-v- ~brEL= Nt 4s 1jr.5- 1Z cTlol 4jl7/,LL,qz- 414DI ~ " J ~ 124of c V% ~o ~ Zo~r~e 569 68 +so ~ la A1 ~ /0 I INSPECTION'fYPE: C--CONCRETE D=DENSITY I=INLETIDRYWELL M=MANHOLE P=PRESSURE TEST SS=SEWER PIPE S--STORM SEWER W=WATER PIPE STI NORTHWEST INSPECTION LOG , PROJECT NAME:_LAOS('j0 CA2- EA-5-t PROJECT NUMBER: C 76 9 4 p $ , , 2 0~ 13 -~67 5A41 (s ,Stt~: l6~l tGo_ 166~° ~s mr~h~ 9 ~Y t~ I' ~1o r /15 .A6 8-15 Ge,~s e-ss Lup~ lO -pc l..~'~' (-r (i:~_.G~d~~ N . 6-l-~1 ~1 q~ D cf ~AAM77~ sloF oF 1N41AA1A N / 16~,.0 , 4 01 ~ ~G 5~,~ ~,~e o~' ;~►r~tava «0 ~ (~~el ~ ~ lIl -14 - Ire,,~ ~ I ~1, ~ .11 S4 cjSS rAckp- ZnJ''ahq ~V v ~~lk~ oi, IZ7 ~wr'Se ~ hl'o b~ oA foP Uv~t `~ia~~ ~bcvV, ~ . ~ ~ ~ o ~~~P rCt, LIa ~ , INSPECTION TYPE; C=CONCRETE D=DENSITY I=INLET/DRYWELL M=MANHOLE P=PRESSURE TEST SS=SEWER PIPE S=STORM SEWER W=WATER PIPE' , f.. ~ i . ; . SpECTION LOG i~ , . ~ pRass T ~ r l•11~~ ~ ~ I , ~ ~ ' ~ \jY/1' " i / / . I ~ ~1 VY• ~ 1 ~ ~ • / t~ 2 a ~ t 1 ~„J • 't 14 ~ ' ` , . TEST T~-r a~ oc G~ ~r,. I ~LE ~=P ~ L ~ ol ~ ;~ET(D~tY~ ~ ~ ,DE~gI~ 1 R p~PE ,~ATE D C.CpNCRE~ SE~R w . ~gpE SS,~E,~,~gP]P .77NORTHWEST ~ DAILY FIELD REPORT ~ Prolect Information " Project Name: Date: Hanson Center East 2/15/01 Project No.: Report No,: C-70-S000194 19 Weather Arrival Time: Departure Time: - cool, PC 10:30 11:30 Client: Local Representative I phone number Hanson Indusfiries, Inc. Bob Boyle , General Contractor: Site Representative / phone number Continental Contractors Rick Subcontractor STI Project Manager / phone number Bruce Howard 509-534-97-11 Page No. of 1 2 Manpawe.r and Equipment Used Ingersol-Rand SD-70D Roller (not used), CAT 950E loader (not used), CAT D4H dozer (not used), CAT 235C excavator, CAT 345B excavator 5 men ► Field Observations - I arrived on site to check compaction over an 18" sewer line. Approximately 4' of bedding and backfill had been placed over the line and side services from the BOP to MH# 8. No compaction had been done. I was told it will be next week before they are ready for compaction testing. At the time of my arrival, MH# 8 had just been set and work was progressing installing line to the east. Work was almost concluded benching the work area down -6 - 15' for the entire length of the project. I verified that the 18" PVC sewer pipe stockpiled on site was marked with "12364B" indicating compliance with the specifications. The material for the entire length of the project was a gravelly sand with cobles and boulders. I observed a well screened sand which was apparently used as bedding. GeC~- STI Field Re re entative Contract Re r entativ s P THIS DOCUMENT AND REFERENCED ADDENDA ARE TO 8E CONSIDERED PRELIMI . U IL REVIEWED A SIGN BY THE STI CONSTRUCTION ENGINEER ANDIOR STI PROJECT NAGER. , --f Reviewed by Date I Project ager Date Corresponding Deficiency Repori No: w~' ~ . / ~ ~ ' ~ ~ _ ~ tgr~~~vLssT~~c.~:~'~~~:400~ . c.~N~ `µ~oiNr T~ ~-~+i5 ~„'x~n. ~ L' `5331 1~ ~ ~ , ` ' t ~$T~LC. ~=-U . ~ _•-w, ; " ~ ~ . fHpt ~ ~~fi ~ ~ ~ ORBIMARY HICH ~ `,b ~ ~ watER NaRK v,~/ 3C.,~o.i t0~ f~i~ ~ 8 i I ~ MHy ~'i=-~~~=`'" y s~.~jG~ ...-v r . " _ a~. ~IAT BOItNDART ~ ` w ~ +ar.KC.R~~ .i~,i.~~u:~u~i~,~ ~ . . ' ~,w s ~ aa ae y „t,,, ~ _ '"'u, F ~ ~ f,~''~ ~ p / IAH/tt NN/4A IS) a,p ' ~ - _ _ ~f ~ ~ ~ ' ~ ~x ~ a.~. a+a+t ~ war I { ~ ~ ~Q HANS ENTER E~ST - ; ~ , ~ 5 ~ g ~R ~1353~~ eesERV~o FoR x ~ g . 4~3~ ' 'I NNRE uFr Sranpra ` ~ ~Y12 . ~ • 2 ~ .t ~ ~ ~ ~ ' e~, . , t a , r"" nt , } 1 i' a";~~ ~2 wy~xt " ' ~ . , ~ ° ~ 6 y"~' s~, : ' W"n0 ti w , `'~ti: < ~ • ~,~a ~.t :a i 3 ` ~ M , ~ 8 g . .,fi~....... ~--~►r~ 12 ~ ~~b,. • ~ ~ ~ y v~.` , L . . ~ r 4 ~ . auT aouKO~rY ° ~ . ~ ` " , N~ ~y~~~ ' - t ~a~n~. ~ 1 gd ~k~ 0-Sa~ ab#~ J . - ~ r East . n ~~nte ~ Hanso e o~ # l ~,r.' ~ ~ Fie~d R p ~ ~ . T 2~,5 / ~ ~ NpRTH~~ pate; , oF, ~ ► ~ e_Z, ~ 628 ~aSt ~e g~,oz . Pag . ~ ~ sookane° ~A g _ _ ` NORTHWEST . ~ DAILYFIELD REPORT . Project Name Date:. J Project No. AW) Report No.: ea er Amval 'lime D~arture lime Client + ntatt~ veTphone number + ~ Gen o ~ i e n a ve one number - I C.(<' Suboontrador S 'ect Man d phone number ~ Page No. ~ of ~ - , Manpowe~4qu'pme t Used Comments: (wok campleted Apparefiy ~ ✓c. 06f ~e , ~ ~'e ,J c✓' • c, ~a. c e e..~, per SpecificaUons Problems ~ ~ l~ r1 ~ 6.J5 ~'i. ~T ~ ~ ~ V . • ~~cY~~.~ e, t1Q-~( ~O ~ ~C I ~ ~ ~ ~ rOJ~ ~~IC1 eGS ..rd ~ ~ ~ STI FIELD R ESENTATIVE CONTRACTOR' EP NTATIVE ' This document and referenced addenda are to be oonsidered preliminary until reveiw~ artd sign by the I oons~uction engineer andJor STI project manager. 2 A ~t 7 ( ~ ~ ,2-~-g-a 7 -~.~c_ REVIEWED BY: DATE STI PROJECT ER: DATE Jr 1 0:1to rm s1sUV i e{drep. pm 5 ~orresponding Deficiency Report No: _ ''I ^ I II . I / ; 40 I 1253~ ~ t• . ~,,C,R,rr•+~ 3; ~ , ` QRDINnRY HiG - bN y WATER MARK MH 49 MH(/s H 31 ~ PIAT BOtlNdARY k.R. RICHt ..w.. ov~waY~~ ~ F3 UN13 MH/4A isr.yi,., 2,~ H SON ~ ENTER E~.ST g ~ 3& 6 $ aa 3.4 ~ayt2 (a F } ~1353~ RESERVEO FOR , t 453~1 411 1 FUTI+RE LIFt 5TAi1QN ~ l r ' " uMp, ~ ~ --M...r 4 ~ wafii~ ` \ unom mmit 14 MHJ7 . . , , ~ "'tt°•,.y ~ V ~ ammia at,1 u • ` 13 12 , 9 10~ W ~m ~ ~ ~ . ~ ~ . . ~ ~ ~ + ~ ~ ` • „ ~4•• , ~ ~ ~ m. ti „ . ~.r^ " • ` PLAT 80UHOARY . .i job ~ i ~ E~,st . N,~,SOn centef - - o _ F 1etd Rep,t# page~ $ East Fe ~ 362 WA gg 02 cznokane, W ~ NORTHWEST . ~ DAILY FIELD REPORT Project Name _J ~ Date: ~ /CD, :e;a o.kepo~o.: ~ Amvanime 'Departure lime :o o Li -6) Client l.oca resen ~ phone number ~ ' lt ~en n e r~esen a v p one number 0.4) ~t`~ ~ ~~.~I~1`~`a ~ c ~ c c ~ Suboontractor STI Tnanager/ ph ne number ~•.~z~ . Page No.- ~ of ~ , Manpower 8 Equipment Used C~~ ~ 'A Comments: I (wo~x co~,~~d,,t,,, ~C-~ rc.~spe c.r per Sa-ificatiar~s Prodems C and r ` ~o~) ~,~rQ, f ~ tJ~. ~ , ~ a,~ ~►e~e 1 t~Ia-S lo, cel (G- fe- j ~ aJ S C~... c,~.~c~ frr04., fM~( ~`t CpJ ntt~1 1 f fP aGe,~+~a-,~ GItLIG~-`~'~o.✓S Ol ~.r l~~pp,i~.h,~ t~s s, ~ c S I FIELD REPR~'S€NTATIVE CONTRACTO ' REP SENTATIVE This document and referenoed addenda are to be considered preliminary until reveiwed a%ed STI oonstruction engineer andlor STI project manager. n . . 1•~ Z~l ~ o ~ - - o l REVIEWED BY: DATE A R: DATE a Corresponding Deficiency Report No: ` ~ . ~ 40Y 112533~ ♦ n ~ YH 4C \ I ORDINARY HiGH A41i NATER 1dARK r MN 48 . aut eou,voaRr 741, a~•.r.,ynix..;.,.:e,,•_.,..~,,,, ~ "~~t ' - • , / j ~ MHIJ MH/¢A tsT, ` ~ , ' AD ~ ~ HANSOt~~ R.R. ~~i,~-w~~ 1135311 RESER1~fµ TER E~ST Y~ 4531~ i, ~nr~ u~ s°na°RV S ~ A~ 2 7 g i4 3 , c 5 ~ ~61 ' • ' ~ 6 eu Wlpp ~'',,I Q . ~ • ~ ` - ~ 8 g 13 i ro.,.. " 12 ~ ` ~1 ~ ~ . "+y„ ~ ~ ••,r,,,~ pCAi 80tJN0ARY i ~ - , job # C..70.S000194 Genter. East HansOn ~ Fieid Report # { . w ~ NORTHWESI ♦'j' _ ---J pate: , _ East Fer 02 page -a, 362a gg~ pF gpokane , WA ~ ~ NORTHWEST ~ DAILY FIELD REPORT Project Name p Date: ~ • ,JS'o ...1 ,~,~r r ~S a 1ect o. ~ ~tePort No. :ea _ 3^ , oop ~V Am n ime ~eparture i ime ,er-' . l/: 30 f: Clie =wmnevveip ivel hone number ce. ra or one numder ~ • I~ rS 1\ LG~ %,r ~C SuL-d,--~ STI P' a nagerl Pone number Page No. of ~ . Manpo Equi ment Used ,wqr S C) -7 0 P W Comments: ~ (vuorlc canpletee Apparenttyy ''l ~~c.~ 13~~J t~ ~ ~~~o ~ e.C ~'1~-~ ~ S ~..s✓~ per; •"y-~tbns Prnblems and ~ ~ ~ ~-~1 f "~e~' ~J , e3 e~i~ ~ - ~ ~ 4t,✓q~ . ~ .J rz S 4-a ~ . c~ e rvt, C-~UV~S0 /C ch - ~ ~.G ~„e~e.f' ~^~c C~ J ` ~ e. ~r ~✓~--c.~• e/' `7 ~ ~ ~ . ~ ~ ~ STI FIELD RE SENTATIVE CONTRACTO R~PRESENTATIVE This document and referenced addenda are to be oor~sider~ed preliminary until reveiwed and sign by STI oonstruction engineer andlor STI project manager. ` GL~wi `"G:-L Z t d'l v l - a- - a REVIEWED BY: DATE STI PROJECT MANAG • DATE - J L ~ O:Vortn slstUieldrep.pm5 Corresponding Defiaency Report No: . C~ ~ V~~ • ~ ~R o~Se~t~~ 00000 InsF~ . ~ ~ o ' _ , ~ , r ~ i ~ , ► ~ J ~/C~ AJ r ~ ~ . ' /~n ~GGG a ~ ~ 9 • V ~ ~ a t`~-~ ► , ~ ~ . . ~ - _ _ - ' • - - - . ooo ' , • • ~ . ~ ~ ~ . ~ ~ ' , . ~ „ ~ _ ' . • ' - , , ~ I • " ~ cto~'s ReP C4ntra ~ ~ ~ STI PM ~ ST► CE STi Field ReP . ` 1 ~I ! . 1 44Y [o S e f w' ~ fQ~"r ~ ~ .,3 \:J a ~ . , ~125 . ~~~~.wt fa,,,•r MH ~ ~~f~ ~j21 . OROtNARY HIGH ,h~ • 3044 a~ NN 4C ; WAtER MARK , io,.7,Aa4 uH .g , p~. f ~...w~~.......r~1~~yWND`~~ T 'Y • ~ ~"7 ~tl .,rr.~ ~nitti „~V i" i ~ ~ .~t....r f~~✓ t~ . MNJJ uHµa R.R. RICHT pf' WAY~ . i36 ♦i 3 O HANSON GIYTE-4 E~J 1 ~ i 353~ RESERVED 6 453~ 7 8 , 14 ~ ItH#12 FlITURE UF7 SIADON . ~ i { II ii " r ASMp11 U"16~" uHn M„r° 7 ,9 12 , , . ~ ~ V . . - . . ~ PU1T 80UNOARY " " • " „ . 4 „ . 19Q ~ . .0-Sp40 . Job - ~ East ~enter _ ~anso -z F 1eld Reporl ~HWES~ z/z r~o~ 3 pate~ F 3. m rN page ~ 362$ Eas~ ~ 99t02 . _ c-ookane, ~A . _ NORTHWEST 'f DAILY FIELD REPORT Proiect Information . Project Name: Date: Hanson Center-East 2/22/01 Project No.: Report No.: C-70-S000194 23 Weather Arrival Time: Departure Time: Clear 35 Degrees 13:00 14:30 Client: Local Representative ! phone number Hanson Industries, Inc. Bob Boyle General Contractor: Site Representative / phone number Continental Contractors Rick Suboontractor STI Project Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used Ingersol-Rand SD-70D Roller, CAT 950E loader (not used), CAT D4H dozer (not used), CAT 235C excavator, CAT 345B excavator 5 men. Water truck. Field Observations I arrived on site upon request of the contractor, so density tests could be performed. Grid area for testing was from manhole 6A - manhole 7. Tests results are attached to this report. All side sewers are being placed at 45 Degree angles from main sewer pvc pipe. All pvc pipe meets plan specs. Water was being applied to the backfill material prior to placing in the trench. . STI Field Representative Con, ~-actor' epr en ive THIS DOCUMENT AND REFERENCED AODENOA ARE TO BE CONSIDERED PRELIMINARY U L REVIEWED D SIG BY THF STI CONSTRUCTION ENGINEERAND/OR STI PROJEC GER. ,--v ~ z~.r~, , . Reviewed by Date STI Project Manage Date Corresponding Deficiency Report No: ~ 3628 East Ferry p~ Spokane, WA 99202 ,JW7',ff NORTHWEST (509) 534-9711 Faz (509) 534-9755 , ~ORT OF FIELD COMPACTION TESTS Date: 02-22-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 EAST IlNDIANA AVE. Spokane, Washington VERADALE, WA 99037 Field Report#: 23 Page 2 of 3 Density Std: 2238 Moisture Std: 675 Technician: Frank Wffiingham DatC I.oC8t10ri Depth Bdow Wet MoishaE °i6 Dry Matecial Peroent Pass or Retest ofDT Test SG Elevatian Densiry lkasity Type CaaVacdon Fail No. No. MH 6A - MA 7 (JAcF) 1 02-22-01 168+50 -5' 136.9 4.4 131.1 1 93 P 2 02-22-01 169+50 -5' 146.7 6.0 ~ 138.8 ~ 1 98 P 3 02-22-01 170+50 -5' 140.0 4.1 134.5 1 95 P ~ 4 02-22-01 170+50 -5' 145.8 5.8 138.7 1 98 P ~ ~ . Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 ~ lf Sand Cone Method ASTM D] 556-96 X Modified Proctor ASTM D 1557-98 . Prvctor 4 Lab Smaple # Descapbon mm opt. om. Max density Moistim deosiry 1 151 Silty Gravel Mix 140.5 6.5 ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Compty With Specifications. NOTES: cc: . David C. Lehn Laboratory Supervisor .r~.-- - 40o, C~S3 3~ 0 RDtNA~1! HtGH MH 'ATER MARK W 116 Mk 4e t ~ : K:. • • ~s~ e PLAi 8OUNOAR7 , r ~ , ~~i a✓~ ~ ~ I~R. RiCHT OF WAY~ ~f ~ ~ I ~ NH/3 UH/4A iS7.~A~,9 2 HANSON ~ ENTER E~ST x S ~ 5 6 7 8 ~•J ~y~ 353 ~ RESER4ED F~t\~,~`~ 4531~ ~ FUTURs IIfT 57ATION . ~ ~ ►tHOA, 1tNp~ `'a ~ 6 ~~a : :a ~ 13 . ~ ~ $ ,a,~ ~ ^ ~ \ . . „ , ~ ;r~.,., 9 . ~ 11 12 . : . •I - ~ ~ , , ~ ` j w.. _ ~ ~ "i" . : . . ; PLAT BWNDARY • " ' ~ . ~ " . . , ' , . AZd-A 7-6,~ . . , - . rNw ~ . ~~gt . , _ .soa 3ob C;..70 . E~►St ,,,Son center _ ~ # ¢3 . ^ _ F 1eld Repa ~ ~ oF ~ e $ ~ast Fer~02 Pag 02 , _ C nkane, ~p` 9 ~ ,►~77NORTHWEST . ~ ~AN(Vt~ 'DAILY FIELD REPORT Proiect Information Project Name: Date: Hanson Center East 2/26/01 Project No.: Report No.: C-70-S000194 24 Weather Arrival Time: Departure Time: Clear 35 Degrees 9:00 10:30 Client: Local Representative / phone number Hanson Industries, Inc. Bob Boyle General Contractor: Sita Representative I phone number Continental Contractors Rick Subcontractor STI Project Manager I phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used . Ingersol-Rand SD-70D Roller, CAT 950E loader (not used), CAT D4H dozer (not used), CAT 235C excavator, CAT 345B excavator 5 men. Water truck. Field Observations ' I arrived on site upon request of the contractor, so density tests could be performed. Grid area for ~ testing was from manhole 7- 8. Tests results are attached to this report. All side sewers are being placed at 45 Degree angles from main sewer pvc pipe. All pvc pipe meets plan specs. Water was being applied to the backfill material prior to placing in the trench. ~ STI Field Representative Contract s epr nta~ e THIS DOCUMENT AND REFERENCEO ADDENDA ARE TO BE CONSIDERED PRELIMINA Y TIL REVI D SIG BY THE w STI CONSTRUCTION ENGfNEER ANDIOR STI PROJEC IdAGER. 'V/O r . g-61 Reviewed by Date STI Project ag Date Corresponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 JFT,ff NORTHWEST (509) 534-9711 Faz (509) 534-9755 ~ , r13RT OF FIELD COMPACTION TESTS Date: 02-26-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East , 15102 EAST INDIANA AVE. Spokane, Washington VERADALE, WA 99037 Field Report 24 Page 2 of 3 Density Std: 2238 Moisture Std: 675 Tec6nician: Franlc Willingham D8te IACBYIOn Dqrth Bdow Wa Muistwe 9o Dry Matcrial Peroent Pass a Retat of DT Test SC}. Flevation Deasity Deasity Type Convactiofl Feil No. NO. MH 7-MH 8 (PU) 1 02-26-01 ~ 171+00 -5' 137.7 ~ 4.0 ~ 132.6 1 94 P ' 2 02-26-01 1 171+60 -8' 142.2 ~ 7.0 ~ 132.2 1 94 P 3 02-26-01 ~ 172+20 -8' 141.3 ~ 5.1 ~ 134.6 1 95 P 4 02-26-01 172+80 -8' 140.2 4.5 134.4 ~ 1 ~ 95 P Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor 0 Iab swupte Descriptian mM opt oorr. Mau deosiry Moishue dmsity 1 151 Silty Gravel Mix ~ 140.5 6.5 ~ 1. Fill P. Test Results Camply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: ~ DGwul David C. Lehn Laboratory Supervisor - ~ i ; , . - 40o, ~ , 12533 • , ~;4,. ' , OROINARY NiGH qN 4G.. ~ 1VATER MARK { RJ 4 / taH i / Al PtATBOIlNOARY r.in•r--c:.NC: `„~,.+~.;r,`~~ \ . ~ _...,%l~ / IOPafsnLl\ vq~ trJ ~ --~-K ww~w.,.~,3 ,..,.......w,..~+r~. ...,..w.. w I 1 t tA' NW1 3a 3, R.R. R1GiT Of wAY ~ . ~rs MH#4AQ~11.y~4.4 I ~ . HANSON EN1ER EAST ~ 14 5 6 3~ ~tttg,z b~. ~r i 135 RESERVEa FOR 4531 f11TURE UfT StATIpN 2 , "n'►sk 14 . . . , ~ uMt7 m+ro ~ • . .w ~ 7 e r#e , ~ . $ 12 ~ ~ ~ y~ " . , ~ . PLAT B NDMY . ~ . „ / . , _ , ~ ~ • . ' . .70 S _ # 30t) , r Eas cent~ , son F 1eld Repor' . ~ pR~Hw~s~ ~ ~ - ' z~° ID ate ' pF e ,3-- _ East FetN2 Pa9 a 992p ~A e' ~62 - " . , ~nr,kan _ om-em S77NORTHWEST DAILY FIELD REPORT Proiect Information Project Name: Date: Hanson Center East 2/27/01 Project No.: Report No.: C-70-S000194 25 Weather Arrival Time: Departure Time: Clear 38 Degrees 11:55 1:00 Client: Local Representative / phone number Hanson Industries, Inc. Bob Boyle General Contractor: Site Representative / phone number Continental Contractors Rick Suboontractor STI Project Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpouyer and EquipmeM Used Ingersol-Rand SD-70D Roller, CAT 950E loader (not used), CAT D4H dozer, CAT 235C excavator, CAT 345B excavator _ 5 men. Water truck. Field Observations . , ' I arrived on site upon request of the contractor, so density tests could be performed. Grid area for - testing was from manhole 8- 9(sta 173+50 to 175+40). Tests results indicated compaction ranging from 94 to 99% of Maacimum density of 140.5 pcf (w/rock corr.) and are attached to this report. Water was being applied to the backfill material as necessary prior to placing in the trench. All side sewers are being placed at 45 Degree angles from main sewer pvc pipe. All pvc pipe meets plan specs. Pipe insta.llation was underway from M11#10 to 11 (sta 182 to 183). C STI Field Representative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIdERED PRELIMINARY UNTIL REVIEWEDAND SIGNED BY THE STI CONSTRUCTION ENGlNEER ANDIOR 7SECT N&L :3Z2.101 JReviewed by Date Project Manager Date Corresponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Fax (509) 534-9755 ~ `,~ORT OF FIELD COMPACTION TESTS ~ Date: 02-27-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 EAST INDIANA AVE. Spokane, Washington VERADALE, WA 99037 Field Report 25 Page 2 of 3 Density Std: 2238 Moisture Std: 675 Technician: David Lehn , Date Location Dcpth Below Wet Moisture % Dry Density Material Percent Pass or Retest of DT TeSt SO. Elevation Density Type Compaction Fail No. No. Indiana Avenue (PCF) " 1 02-27-01 173+55 RT 13' 136.6 4.0 131.3 1 94 P 2 102-27-01 1 173+80 RT ~ 13' ~ 136.8 ~ 3.0 ~ 132.8 ~ 1 95 P ~ 3 102-27-01 1 174+40 LT ~ 13' ~ 138.7 ~ 3.4 ~ 134.2 ~ 1 ~ 96 ~ P ~ 4 102-27-01 1 175+30 CL 13' ~ 143.9 ~ 3.0 ~ 139.7 ~ 1 ~ 99 ~ P ~ Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 ~JZ Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lab Sempte # Desaiption max opt corr. Mau densiry MoisNro density 1 151 Silty Sandy Gravel 139.0 ~ 6.5 ~ 140.5 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: _ cc: ~ . ~ ~ David C. Lehn Laboratory Supervisor , / ~ / ` . 40p, , i 12533) ORfUNARY Htd1 Wp7ER 1ilARif ~ x ,sGr a. yH ~ ~ w;...... . w , ~ *aD + PIIIT BOUNDARY Al I assrs~r, m:^,~ ~ .~"~L` y~ . ""I / w~R1~11~.~..._... , ,...w ~.,.,..a... ~ ' /N~, WAI F~ ~ ~ ..u*mua;ic::ty'Mr2,1. ~ " . I S~ 1 ae . , R.R. RtCMT OF~WAY AIH/4A lS7.y44,11 2 ~ , ~ ~ NANSON TER E~,ST ,5 g ~ ~lws $ MH#12 -13531~ ~ RE I SfRVEO* FOR 4531~ FUT,RE uFT STAnoN MH#7 . , ~ . ~ ~ 7 8 ,~,ia 12 PUT NDART I ~ 3 ~ SS E . ~ 3b# . _ ~ ~ o sa - o center ,s°n Ea~t z - # . - e'd RePQr' F1 ~Z~ . - ~f, N~R~HW~St ~ Date~ 2/ . pF 3 e . ~ . 3 ' $ EaSt.~ecN202 Pa9 ~ , . 362 ~p, 9g - C~ookane, S77NORTHWEST ~ ~ ~ DAILY FIELD REPORT ~ ; , . Profect Information . Project Name: Date: HANSON CENTER EAST 2/28/01 Project No.: Report No.: • C-70-S000194 . 26 Weather Arrival Time: Qeparture Time: Clear 35 Degrees 10;00- 1:30 Cllent: Local Representative / phone number Hanson Industries, Inc, Bob Boyle ' General Contractar. Site Representative / phone number Continental Contractors Rick Subcontractar STI Projed Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used . Ingersol-Rand SD-70D Roller, CAT 950E loader (not used), CAT D4H dozer, CAT 235C excavator, CAT 345B excavator 5 men. Water truck. Fieid Observations ~ ~ ~ . Arrived on site at contractors request to perform in place density testing and observe site sewer placement. Density testing occurred between MH# 8 and MH#9(Sta 174 &176) . Compaction ranged from 93 to99%of the procter value of 140.5 (with rock corr.) . See page 2 for details. Pipe installation was observed between MH#10 &11 at appr.Sta 184-186.Everythin~ppeared to conform with approved plans & specs. ~ ~ r . : . . ~ STI Field R resentative Contractor's RePresentative THIS DOCUMENT AND REFERENCEO ADDENDA ARE TO BE CONSIDERED PRFl1MINARY UNTIL EWED AND SIGNED BY TIiE STI CANSTRUCTION ENGINEER AND/OR STI P ECT R. 3 0 ~ - Reviewed by Date S roject Manager Date Corresponding Deficiency Report No: IV 3628 East Ferry Spokane, WA 99202 JW7',ff NQRTHWEST (509) 534-9711 Fax (509) 534-9755 l~ ~)RT OF FIELD COMPACTION TESTS Date: 02-28-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 EAST INDIANA AVE. Spokane, Washington VERADALE, WA 99037 Field Report 26 Page 2 of 3 Density Std: 2216 Moisture Std: 684 Technician: Bob Amold Date Locaiion Depth selow wa Moisturo x nry n«nsiey Matufal P«ceat Pass or Raat of D'r ~ Test so. Elevatiion Dasiry '[ype Compactioi► Fai1 No. No. ~ 1 02-28-01 Sta 174+00 6 135.8 4.9 130.9 1 93.2 P 2 02-28-01 Sta 174+80 ~ 6 143.0 ~ 3.9 139.1 ~ 1 99.0 P 3 02-28-01 ~ Sta 175+20 6 140.7 4.1 136.6 1 97.3 P 4 02-28-0 l Sta 176+00 ~ 6 142.6 ~ 4.1 ~ 138.6 ~ 1 ~ 98.6 P Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor ll Lab Samplo H Desaiption max opi. car. Max • deasity Moisturo deasry 1 151 Silty Sand Gravel 139.0 6.5 140.5 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: . ~ David C. Lehn Laboratory Supervisor , ~ i % T `r . i 1 r i i + i ' • ~ n ~ 400~ l t12, 53 3~ . ORDIHARY HMiH wAtEx MArnt !4f M1 ~ . 1 w:~ r..-- y s1, r • l ~ ~.a+,.,._.._.... ~ PlA1 ~ 90UNOART ~ ~~.TMd,~;•.i ti./ ,i~'u~l\. ~a...,:mtun,,uwmeit: ~3 • i tz; . ~ ,r.... .f YH/S WI/4J% 137. 4. . , ~ ,+s 1ei i ~ RR. RICHT Qf WAY HANSON TER 6ST YM 4 g ~ ~13531~ 6 ResCRVED 7 g 34 4531 FunrRE uFr srnna+ ; . . ~ z 3 • , 4 rr,li, ~ UNOM ' ...~,...M . ~ 5 ~ M+n ~ U+no • .t 4 w~ie • " 12 . ~ ,.PLAT 80ttH0ARY q7tT~ .H.,, ~ ~ . . ~ ~ " . C-70. . job # Son ceintet . ~ . Han Eas ` F ietd Rep°rt ;g.:2~ 1wWE5~ ~g~°~ N xv ~ ~1• R East~Fe2 Page Of ~ . ~ 362 ~p 99 . Spokane, , . ~ W ~ NORTHWEST ~ . DAILY FIELD REPORT Proje.c# Name evi evt~~ Date: Project No. 1keporfl4o.: .C-?o-s ooo(q y Z7 . VveMLIA~ S~ . Amvai llme Ueparture lime_ 4 r I0.'/s Client ` 1%J . 1.oca1 Represen number 144NSoN 1-AID t)srl 1&-S a 4~?a ytF nenera~U650or U'i eepresen a p one numder Suboontractof STl Prqect Managed phone number ~~d~~" ~!~✓`~D Page No. ~ of Manpower & Equipment Used 7001 L'4-r r - l elV 9 -Exc 4 d C~~A--x , (C,+7- 2-2-S-- e ` C. A/O 7 Comments: t w ( (Work con► PeW APPam* per soecificatbns Problems a,a riuam) ( JXAA J '*e,V,.AA~wl 11~ ~ ~ ~ I v a K(;/ ~t ~(o ~ c? S 7v o P m ~ fz),r Do- O 1 ~ ~ /fo 6L., r ~ . Q ~•1`t~/' h C,~ Oo\krS ~ TE-<~T / A) 7`ge' AF7",eW0bA/ Oet,1 A/EXI L/F7" ~&4C&-V Z/ 1' 1I /l I' ~a , M~1 !o ~ , ~t ~ T~ ° FIELD EPRESENTATIVE ` CONTRACTOR'S REPRESENTATIVE This document and referenced addenda are to be oonsidered preliminary until reveiwed and signed by the STI oonstruction engineer and/or STI project manager. . 3/ ~`~D J REVIEWED BY: DATE 4P~ROJECT MANAGER: DATE , 1 ~ ~ O:Vorm slsbUieldrep. pm 5 Corresponding Defiaency Report No: ~ JWT1 NORTHWEST . ; J ~v()ILS, TESTING & INSPECTION ~JA28 E. FERRY SPOKANE, WA 99202 509-534-9711 NUCLEAR GAUGE TEST RESULTS JOB NAME:"490AI G'iFAlTcI'~ STI JOB No. - 7D --S60a%fll FIELD REPORT No. Z~ Date: 3-57- (3 t Tech: T-4 Page 2- of 2 DS MS (o ~ Test Location Feet Below wet Density Moisture Dry Material percent Pass Retest of No. SG. (PCF) % Density Type oampadion or DT No. M y-~Z- Elevatian Fail 6-1-4 >8 aa ~,O /27,7 l P 2 /97 4 33 ~-.lz' /~f~ 3 5,ff 1A, q7 3 / 79 f66 -5- &L$, ~~,q 193,~- 1 qS' p ~ ~ 177413 OeS1., 1? i3~~ 47 l~ ~ .16L~ oe ~ Z~ (a I /7 00 ~3 ~ f V ~ - • 6 1371 : ~ ~ I Prwoi Lab Sample # Description coff. Max # aensity M~isture aensity GRAVEZ /41,X v2.0 3/04 J ~ . ~ i 1 i 40Y I ~ f OA ~ ~ P 12533 ~ 7 -r~.. ; ORDINARY H~ yN WATER MAitif at ~ ag eo.~da,, sui s MH ~ p~~,,~,, ~ av ~ • ~ ' P'I.AT @dp1pARY , ~ -TCK-RMR1'OF"if1lt - ~ ~,rr r~', ~ ~ ~w'~+~r~,~,~~,,,,;~ ,v~•~. ~ ~ ~ R. F~CNT OF ~WAY ~ f ~ J • MH13 MH/4A tN. u ~ 0 ' riar~saN ~ENTER E 9 ► ~ ,.;,i ~ 4 5 6 8 a. 7 ~+~nz 135311 ~~+Eo F~ 453~ ruRe uFT sranoN 2 I ~w+,.:.••.. ~ 3.1 4 ~1,4 ~t '""n o' M 0 ' 13 , . _ . _ ' • 6 7 12 ° . ~ . _ ~ _ ~ ± f - ` • , , _ ~ _ Put eour,oARr ~..~w ~ . . ~ 1 !I r~'~~~_ pp19~ ~ job S# (;.70- . _ i _ Ea~t _ n C;entef / _ , d Repott # . . ~►e~ . e9 ~ ~st F a e 36~$ E rr~02 P WA 9 . Snokane, ~ ~~T~ NORTHWEST ` 1 ` DAILY FIELD REPORT Pro=ect Irtformation Project Name: Date: HANSON CENTER EAST 3/06/01 Project No.: Report No.: • c-70-so00194 28 Weather Artival Time: Departure Time: Clear/Sunny 11:45 5:15 Client Local Representative / phone number _ Hanson Industries, Inc. Bob Boyle Ceneral Canfractor. Site Repnesentative / phone number Continental Contractors Rick Suboontrador STI Project Manager / phone number Bruce Howard 509-534-9711 P~,qe No. of 1 ~ Manpower and Equipment Used Two CAT D4H dozer, singledrum vibratory compactor, and two CAT 225B excavators. One water truck, and one tool truck Eight men. Feld Observations Arrived on site at contractor's request @ 11:45am by contractors to observe backfill on sewer line. Performed 3 compaction tests. Tests were performed in areas as follows; STA: 184+00 @ 1' below subgrade; STA: 180+00 @ 2.5' below subgrade; STA: 175+00 @ 3' below subgrade. Test results were 96% or higher in compaction. Also observed air test between man holes as follows; MH 2& 3, 120' 9 minutes 4 PSI held; MH 3& 4D, 400' 24 minutes 4 PSI held; MH 4D & 4C 120' 9 minutes 4PSI held; MH 4C-4B 120' 9 minutes 4 PSI held. Manhole 4B & 4A 75' 6 minutes. Equipment failure - valve on ball leaking. Retest on 3-7-01 @ 7:00am. Air pressure test from 18" main (STA 157+70) sheet 2 of 5, from MH #46 to 4A failed. The contractor found that the packer had a faulty valve. The test will be re-run tomorrow. Test # I Manhole ~ Distance ~ Time (min) ~ PSI ~ P/F 1 ~ 2-3 ~ 120' ~ 6 ~ 4 ~ P 2 ~ 34D ~ 400' 24 ~ 4 ~ P 3 ~ 4D-4C ~ 120' 6 ~ 4 ~ P 4 ~ 4C-4B ~ 120' N 6 ~ 4 N P . ~ ^ STI Fie Representative Contractor's Representative D AIVD SIGHED BY THE ' S DOCUMENT AND REFERENCED ADOENDA ARE TO BE CONSIDERED PREUMI 4N STI CONSTRUCTION ENGIKEEf2 ANDIOR STI PRO . z X Ja4vi d byDate STI roject Manager Date Comesponding Deficiency Report No: 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Faz (509) 534-9755 ]f , _ '{)RT OF FIELD COMPACTION TESTS Date: 3-6-01 Project C-70-S000194 ' Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 EAST INDIANA AVE. Spokane, Washington YERADALE, WA 99037 Field Report 28 Pege 2 of 3 Density SW: 2216 Moistnre Std: 684 Technician: Aanon Graham Date I.OC8t10I1 Depth Below Wet Moisiim 96 Dry Msterial Panxnt Pags or Retest of DT TeSt SG. Elovadon Dcasity ' IkasitY 'Ij'Pe Compaaion Feil No. 4 No. Indiana Avenue o'co 1 3-6-01 Sta 184+00 1' ~ 147.1 7.3 137.1 1 97.6 ~ P ~ 2 3-6-01 Sta 180+00 2.5' ~ 141.6 4.3 135.8 1 96.7 P 3 3-6-01 Sta 175+50 3' 144.9 5.2 137.8 ~ 1 98.1 P Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 ; . Sand Cane Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Pcoctor # Lab swple # Description mm opt. aoir. Max deasity Moiseue dXuiry 1 151 Si.lty Sand Gravel 139.0 6.5 ~ 140.5 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: ~~~~~D id C. Lehn boratory Supervisor ` ~ ~ y I ~ , ' ~ I , - ~ ~ ~ / ~ Q' ~ 40 , ~ be ~~j~~ A -~,;~le~i ~ ~ ' ~ ~ ~25~ 4B e~~i . ~ . ~ ~ , oao,w~wr H~a+ ~.,,,,,i . i~i , ~ ~ w~tER u~~ fa: ~4 ~ sa c.r s~.~ s iq,~ 1 ' ~~N, r y ` t ~ 11MBr ~ 1 ~ • ~ QL~T BOIAVOARY / . mw~ :~,t ,R ' . ---_..~..w. _ . . ~ •4 .~►~.,~u~,, , ....._.........ww w.,.~.,.,.». ~ r ~ ~ • ua,ny. , rnx, nuv„ i ~ - . 1 R.R, RrCHT Qi' wAY ~ WMra Ko 1 ; ~ 4`;! ~ NANSON iER E~ST g I ~ , " ` ~ ~ ~ . ` ; i tdl 4t j; ~ ~ K ~ 7.4 ~~„~,e;,...~_.'; ;i ~ 13531.. _ ~ ; a ~ ~ $ ~~2 ` o~ RE~RVED fOR ` ` ~C,~~ ° ;NRE LlFT STAi10N ~ ,3• ~ 'M ~ ~ 2 . ` gy s~~it~ ~i ~ , ° ` ~m t 'i ~ ~ ,..r..... ~4~ i~ ~ ~l ~ ~s + 1 ~ ` ~ ~ , ~ " 4 aa t ~ , N►+,ia,, ~Z 1 ~ " ti~'~ 1 a ~j ~n ri~r i 1Zd ~ ti - _ .w. , , s ~ t cS"+W a~ : 1 ~ ~ q ~ ~ M ~ $ 9 - - •1~0" I ~2 ~ . ~I~.. a„ ~ - ~ ~ ~ _ . ~ ~s • m . ~ ~ ~ U V'~ r~,►r eour,o~ti% ~ W m. _ . _ , . ~ ~ ~ . ~ . . ~ , . . ~ _ t~ ~y ~ ' . - be~s Y ` . pOp19 . . .~p S b#G - ,~o _ _ E st Center ~ . _ ~anson , # _ or~ ~ ~ F1eld ~`ep 1 , . NOR~H~~S.~ ' _ . s pa~e ~ ~ I . m OF ~ . ~ page 62$ East F 9~02 , 4kane, WA , _ Sp S" NORTHWEST ~ ~ DAILY FIELD REPORT Proiect Informaaon Project Name: Date: HANSON CENTER EAST 3/07/01 Project No.: Report No.: C-70-S000194 29 Weatfier Amval Tirm: Departure Time: SunnylWarm and 58° 6:55 6:55 C[ient; Local Representative / phone number Hanson Industries, Inc. Bob Boy1e Genew ConUactor: Site Represeftative / ptwne number Continental Contractors Rick Suboontrador STI Projed Martager ! phone number Bruce Howard 509-534-9711 Page Pb. af 1 3 Manpower-and Equipment Used Two CAT D4H dozer, singledium vibratory compactor, and two CAT 225B excavators. One wate,r truck, and one tool truck Seven men - Two men air testing li.nes & others equipment operators. Field Observatiorts Arrived on site at contractor's request to observe air tests being performed between manholes as follows; MH 4A - 4= 75'; Affl 4- 5= 335'; MH 11 - 12 =400 ; MH 12 @50' service line (failed) MH 11 @ 50' service line; NiH 10 - 11= 400; NiH 10 = 75'; MH 8- 9= 305'; MH 9= 80' service line; MH 9- 10 = 390'; MH 7- 8= 250 ; MH 8= 75' service line; MH 8= 50' service line; MH 6A - 7= 370'. ~ ~ . STI Fie resentative Contractor's Representative THIS DOCUMM AND REFERENGED ADDEI+IOsA ARE TO BE CONSIDERED PREL[MINARY UNT REVIEWED AND StGNED BY THE STI CONSTRUCT(ON ENGINEER MIDIO;STECTGEER. A Revi ed by Date Project Manager Date Comesponding Deficiency Report No: PAGE 2 of 3 PROJECT NAME; Hanson Genter East jFfi/ NORTHWEST PROJECT NUMBER: C-70,S000194 AIR AND NtANDREL FIELD TEST RfSULTS REPORT No. 29 3628 E. FERRY, SPOKANE, WA 99202 DATE: 3-7-01 (509)534-9711 FAX (509)5349755 TECH: Aaron Graham l.OCATCON MANDREL MAIN PIPE MAIN SERVICE SERViCE TIME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DIAMETER LENGTH 1 FAIL (to 1/4 irtch (Inches) 'feet (ir~ches) (f~eet,) Minutes}~ PSI 4B - 4A j 18 ~ 75' 6 4 ~ P 4A-4 18 75' 6 4 P 4- 5 18 335' ~ 22 ~ 4 P 11- T2 ~ 18 400' 24 ~ 4 P~ 12 Service South ~ 18 ~ 50' 4 4 F 2 air test at 2.10 and 3.0 11 18 ~ 50' 4 4 ; P 10 -11 18 ~ 400' ~ 25 4 P~ 10 18 75' 4 4 P 8-9 18 305' 19 4 { P 9 18 80' 4 4 P 9-10 18 ~ 394' ~ 24 4 P 7-8 18 250' 16 4 P~ ~ 8 Service North 18 # 75' ~ 4 4 P ~ 8 Service Souih ~ 18 50' ~ 4 4 P ~ 6A - 7 18 370' 23 4 I P ~ I ~ I I I f ~ I I l ~ ~ ~ I I I O:ISTIIFORMS v1.0 4l01 _ - ' - - ~ 40U r2533, a6. 't ,E WATER MARK ~~g~rj~ ' MH B F 1 MH~~ PIAT BOUidpARY y '~i^'-'c:ia 1 y ! ~ _,~=~~~T .w ..m... „ j ~ " "awnz:,u~ I ' F° ~7 ~ ~ , ' R.R. RICN~ ~ QF ~ uH13 AMpA 1s7.yl~ WAY , I3 HANSON ' ENTER E~ST 9 ~ ~ uH#i2 ` ~ ' RESERVED FOR ~ 4531 FUTURE UFT STATIQN ~t . ~i f 3 , . _ ►~++p, ~ s a~ ~a f ~"•r H, o 4, w►+raA 4 _ / 5 6 MM17 ` « „ . #4 ~J~i,.i~•l„,,,~~,'°~.~,w ~ ~`~w"""'., ~ $ ~Nia 1G ~ . . .....qt ~V~. ~ ^ . . ' pLAT B01lNOARY " , " ~ , ' • ~ . ^ . _ • . . , , . . - ~G job . - Eas son Ceinter F1 ,eld Report 140R1HW~s~ pate:.~ . OF t Fer~ Page 3r028 E ~A gg2~Z . cnokane, SM NORTHWEST ~ j ; i DAILY FIELD REPURT Proiect information Project Name: Date: HANSON CENTER EAST 3108/01 Project No.: Report No.: c-70-so00194 30 Weatlher Arrival Ttme: Departure Tme: Cloudy/Cold; 35° 6:55AM 9:OOAM Client Local Representative I phone nwnber Hanson Industries, Inc. Bob Boyle General Contractor. Site Representative / phone number Continental Contractors Rick Subcontractor STI Project Manager / phone numbu Bruce Howard 509-534-9711 Page No. of 1 2 ~ Manpow8r and Equipment Used One CAT 225B Excavator, two laborers, and two contractor reps Pe,rformed air test. FteW Observations Arrived on site at contractor's request @ 7:00AM. Observed airtest being performed between manholes 5-6 @ 300'; MH 6@ 75' north & MH 6-6A @ 240'. STI Fiel R' resentative Contractor's Representative T OOCUMENT AND REFERENCED ADDENDA A!~ TO BE OOPISIDERED PREUMINARY UNTII EWEO AND SIGNED BY THE STI CONSTRl1CTlON ENGIHEER ANO/OR STI ECT MANA . - - 3/20 - 3/2a d ~ 4evie by Date Project Manager Date , Corresponding Defciency Report No: ~ f PAGE 2 of 3 PROJECT NAME: Hanson Center East jF?J NORTHWEST PROJECT NUMBER: C-70-S004194 AtR AND MANDftEL fIELD TEST RESUITS REPORT No. 30 • 3628 E. FERRY, SPOKANE, WA 99202 DATE: 3-8-01 (509)5349711 FAX (509)534-9755 TECH: Aaron Graham LOCATION MANDREL MAIN PlPE MAlN SERVICE SERVICE TtME PRESSt1RE PASS COMMENTS Manhole to Manhole DIAMETER DIAMETER LENGTH DlAMETER IENGTH ! FAIL (to 114 inch) (Inches) (feet) (inche.s) (feet) (Minutes PS1 5-6 18 ~ 300' ~ 19 4 P 6 18 ~ 75' ~ 4 ~ 4 ~ P~ 6- 6A ~ 18 ~ 240` f 16 ~ 4 P ~ I I ~ 1 ~ 1 ~ I I E ~ ~ ~ I I I ~ I I I ~ I I ( ~ I I 1 1 ~ I I 1 ~ 0:1STIIFORMS v1.0 4101 • ~ ~ ~ . - . 400' . 4 ~ T- . ` 5t.t'~~ ~G I t2533~ , •4j~~ ' ~ , r'w'' 7 Ot ,I(tY Mtd1 ~ w tER uARK mm isi.t s, Auf ~ MM ~aPLJIT 80UM~IlRY ~.._._F_`_~.~....~.~ ,r R.R. RICHT OF WAY N " E~, HANSON ENTER Q 5T ~ s I ~ f ~3 ►am 4 5 S • x. E 7 $ ►~e~z ~ ` 3 5 3ruRE uf~T ~Ano 45 31 M\ , . ~ 4 3 ~ ~ ~'~,14 um#u umpo . . . . _~n . r+, t4;. •M.,,C ~ ~7 NH/D • ` ~ ~ \ \ y 9 +.tor't.12 1 ~ ~ ~ ~ • _ 0Q PtAT BOUNOARY ..-r • ~ ~ t 30t) C-7o # , ' r East ~ente . 'Field Re ott . . ~ • , ~ pRTH'~ES~ ate:.-~ " Arr St,~e~y page ~ 62$ Ea g9~02 . . ~ c-nokane, W~' ~ _ SM NORTHWEST DAILY FIELD REPORT Prdect IrtforTr►a6on Project Name: Date: HANSON CENTER EAST 3/09/01 Project No.: Report No.: c-70-soooI 94 31 Weather Arrivaf Tune: Departure Time: Parfiy CloudylSunny & Cool; 45° 1:55 2:20 Client Loced R+epresentative I phone ntmber Hanson Industries, Inc. Bob Boyie General Contractor. Site Repmertative 1 phone number Continental Contractors Rick SubootrtrcWr STl Projed Manager / ptwne number - Bruce Howarc! 509-534-9711 Page No. Of 1 2 - Manpower and Equipment Used 2 CAT 225 BEX, 2 operators, 1 tool truck & 4 laborers. Field Obsenrations Arrived on site at contractor's request @ 2:00. Observed airtest at MH-4, for future 18 sewer pipe. 95' at 6 minutes, 4 PSI held. ~ r ~ A ~ . STI Fiel 4Rresentative Contractor's Representative S DOCUMlENT AND REFERENCED ADDEAIQA ARE TO BE CONSIDERED PREUMINARY UNTIt REVIE AND SlGNED BY THE Z ST100NSTRUCTION ENGINEER MID/OR STI PROJ MANAGER 'Re 'ewed by Date S oject Manager Date Corresponding Deficiency Report No: PAGE 2 of 3 PROJECT NAME: Hanson Center East NORTHWEST PROJECT NUMBER: C-70-S000194 AIR AND MANDREL FIELD TEST RESULTS REPORT No. 31 3628 E. FERRY, SPOKANE, WA 99202 DATE: 3-9-01 (509)534-9711 FAX (509)534-9755 TECH: Aaron Graham LOCATION MANDREL MAlN P1FE MAIN SERVICE SERVECE T1ME PRESSURE PASS COMMENTS Manhole to Manhole DIAMETER 01AMETER tENGTH DIAMETER LENGTH l FAII (to 114 inch) (Itx;hes) (feet) (inchies) (feet) (Minutes) PSI 4 18 ~ 95' ~ 6 • 4 ~ P I I I I I ~ I I i I I I l! i t I I I I I I I I ~ I I I I I I I ~ 0:IST1IFORMS v1.0 4/01 + ~ ~ i ' • : 4p i8'N ~ 12533 5 ~ t cRon+Mr ►nSM UH ~ waha Mum "h _ I 0.1 1,T SI ~ PIAT 80UNDARY ~w~.s M +~m.~~~ ~....-i.~ ~ T _ i ~ . *r I " ' m+uun ~ R.R. RIGkT _,.~..r ~ .f . . oF WAr MWra W4#4A ,V. „ MK i ~i HANSON ~ TER E~.ST x 1 \3 ~ 9 14 `l ~ g ~ ~ ~ 353~ ~ , ~n REsEavM FaR 453~, ~N~ uFr srana+ ~ . , 1i, ~ ` i,ti..W. . = ~ x, ~ ~ . j . ..~Y.... Mm#l' 1 M"ro \ ~`4 _ . . ~ S , m"n V,, ' 7 woo • `x~ ~ • ` tz ~ ~ . . ' . ~ ~ ~ . ~ ~ - . , , . .1~ ~ ~ ~ . , _ ~ ~.......w,_ • PUT BOUNOARY • , ~ . , ' • , . ~ . " . . . . 3ob _ ~ast center . - Har►s° - , # F1eld Repo ate; D QF ? . , ~ a9e p EaSt.Fe OZ P . , g2 gg~ ~ okane, VO` ~ S __r-- ' r STI NORTHWEST ~ DAILY FIELD REPORT Proiecc lnfamabon Project Name: Date: HANSON CENTER EAST 3112/01 Project No.: Report No.: c-70-so001s4 32 Wea#her Anival Time: Deparbuure T[me: Party SunnylUVindy & Cold; 38° 8:45 11:15 qient: Locai Reprmntative / phone nunber - - Hanson Industrie.s, Inc. Bob Boyle General Contracta: Site Repesentative / phone number Continental Cantactors Rick Subcontractor STI Projed Manager / ptane number Bruce Howard 509-534-9711 Page No. o! I 2 Manpawer and Equipment Used 1 CAT 235C, 1 CAT 950E, 1 tool, 1 fuel & 1 water truck. 5 men arew. . Fietd Observabm Arrived on site at contractor's request Q 8:45. Observed removal of material for main waterline and J placement of ater line. (Approx. 10' N offset). Observed connection of line from STA 173+50 - STA 176+50 MH #8 & 9. 1 STI F ld resentative Contractor's Representative THIS MENT AND REFERENCED ADDENOA ARE TO BE OONSIDERED PREUMINARY UNTIL REVI D AND SIGNED BY THE STI CONSTRUCTION ENGINEERANOI7;E by Da te ger Date Comesponding Defcciency Report No: ~ ~ . ' I 400' I 533 C~b~~ ~rv+k'```+~ ' 1 C12 : s~• ~ - ~ b ORDINARY N1CN mm ~ WATER MAR% = e.~ ~t,~ a YH PlA? BOUHOART I .AI:~Gqi ' ; u> ~ au n , R.R. RICHT OF WAY , r' MM„~ t57. HANSON TER EAST g ~ 13 s s. Cl353jl . RESERVED F ~ oR : 4531 A t uRE uft sTanav , • ~ 2 ~ ~ , ~ K It i~ ` .._i..,.,,,Q~,~..,_.y ~ IIM 1 ~ t+~s , 4~,, 14 . ~ ~ uH/6,► ~ ~Rco.ghai ~ Unflo , ° , „ 6 7 ~ . „w , ' " " 9 _ 12 ~ ~ . ~,.u._ w ~ . . M ` PLHT w . . - / . , # Jo~b C-70-sooo'g, , ~ center - ~~~,SOn .etd RePort F1 ~ ~ , NpRjH . , ~ _ F~ page,~ _ 62s East 99I02 3 e, Wp, . ~nnkan _ ,S77NORTHWEST - ~ . DAILY FIELD REPORT Proiect Information Project Name: Date: HANSON CENTER EAST 3/20/01 Project No.: Report No.: C-70-S000194 :33 Weather Amval Time: Departure Time: Sunny, -40° 9:00 10:30 Client: Local Representative / phone numter Hanson Industries, Inc. Bob Boyle Generai Contractor: Site Representative / phone number Continental Contractors Rick Subcontrador STI Project Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 2 Manpower and Equipment Used Vac truck, 2 workers Field Obseroations . Arrived on site at contractor's request to observe mandrel testing of an 18" PVC sewer line. I confirmed markings on the mandrel of 18" and ASTM markings. I observed the mandrel being pulled without difficulty between MH's 6-5, 54, 4-413 and 4134C. I was told that prior to my arrival the line between MH's 6 and 6A had also been tested. - STI Fi d Representa ' e Contractor's Representative IS DOCUMENT AND REFERENCED ADOENDA ARF TO BE CONSIDERED PRELIMINARY U IL REVIEWED AND SIGlJED BY THE ~ STI CONSTRUCTION ENGINEER ANDIOR STI OJECT NAGER. 24Z 3 0 3k/0/ . ` -4 , ~ Review by Date PTI Project Manager Date Corresponding Deficiency Report No: ~ ~ . ~ , , 40V D~E~'VIG~ F12 53 3 ~ ~ ORDINARY HIGH WATER MARK yH Mxys PLAT 60UN4ARY n •m', ' ""'i' ^ l ' ,~Z ,,.,,~.c~nr~su;~,.. ~y • K. Y ..._..._.,....a,.,_ } ~^'i,~ / ! `7 ao: aa R.R. RCHT m u►+pa u►+pa 13Z A9 ~ 2 ~ HANSON ~EN I OF WAY TER EAST ~ 13 ~ 9 '~•,~--.w ; ~ ~ 7 . h; : % f . 5 ~ p sa a. 1t►i '^uwnm~+." 1 13531 ~ v A1}1Biz RE5ERVED FOR ` t 53 FuNRE LIFi STaTION ` ; a~ , a: \ 14 uM/eA O sn a, ' mHpo M"1' 61.e : i3 , w „ ' " , „ ' e r . M 9 • , - ~~;;,,~:•~-..a j ~ 8 is -imog 12 „ . w`~'~n~..,.. M~`` 11 ~WAT'6WNDAitY ` ~ .s 3ob # C-70 . _ , ~ East , . Hanson ~ Field► Repolt 1.5 Z o pF , , - ~ a ~ast Fer'~ 02 page 362 9~L ` ~n,kane, WA " XIVTI NORTHWEST l ~ \DAILY FIELD REPORT Proiect Irformation Project Name: Date: HANSON CENTER EAST 3/20/01 Project No.: Report No.: C-70-S000194 33A Weaiher Arriva1 Time: Deparbure Time: Sunny, -40° 9:00 10:30 Client Local Repre,sQntative / phone number _ Hanson Industries, Inc. Bob Bflyle General Contractor. Site Represertative / phone number Continental Contractors Rick Subcontrador STI Pmject Manager ! phone number Lester N. Johnson Co. Bruce Howard 50M34-9711 Page No. of 1 1 Manpawer and EquipmeM Used Vac truck, 2 workers Field Obsmatiors Arrived on site at contractor's request to observe mandrel testing of an 18" PVC sewer line. I confirmed markings on the mandrel of 18" and ASTM markings. I observed the mandrel being pulled without difficulty between MH's 6-5, 5-4, 44B and 4B-4C. I was told that prior to my arrival the line between MH's 6 and 6A had also been tested. STI Field Representative Contractor's Representative T S DOCUMENT AND REFERENCED ADDFNDA ARE TO BE CONSIDERED INARY U REVIEWED AND SIGNED BY THE STI COt~STRUCTtON ENGINEER MfD10R S ROJECT GER. 312Z-1,61 ~ 3)La1 0:01 Revie by Date I Project Manager Date Corresponding Deficiency Report No: . STI NORTHWEST DAILY FIELD REPORT Proiect InFormation Rroject Name: Date: Hanson Center East 3/20/01 Project No.: Report No.: c-70-so001 94 33 1s Weather Arrival Time: Departure Time: SunnylWindy 53° 10:30 1:30 Client: Loca1 Repmentative / phone number - Hanson Industries, Inc. Bob Boyle C*nerd1 Cantractor. Site Repr+esentative / phone number Continental Contractors Rick Subcontractor STI Projec;t Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpowef and Equipment Used 1 CAT 950E loader, 1 CAT 225B excavator, 1 DSM xl, 1 oil trqck, 1 tool truck, 1 water truck. 6 man crew. . Field Obsenrations - l~` J Arrived on site upon request of the contractor. Observeci mandrel test from MH 34D, 2-3 and 1-2 which all were jetted and clear. Mandrel type: PHos gage, 18" SDR35 ASTM-5 pct. Also, observed air re-test at MH 12 stub. 50' south of main. 4 minute test - held. Contractor stated that they would be ready for densities on 3-21-01. , . ' STI Fi Representative Contractor's Representative IS DOCUMEPlT AND RFFERENCED ADDENQA ARE TO BE CONSIDERED PRELIM[NARY U REVIEVYED AND SIGNED BY THE STI OONSTRUCTION ENGINEER ANDIOR STI ECT GER. . . ' ~ Revie by Date I Project Manager Date Comesponding Deficiency Report No: 29 , ~ w I 400~ ~ 12533 I n - i~ i ORWNARY HICH yH ; WAIER MARK , i na a~ s4~ a. w1 1 / MHy Put K 84UxDArtr :~,m„~~: ~ ' w' 'fCR`R1C~ ~ ~ ' ' , , / . « f' .r'f ~a ti f:l~"` ~y ' \ R.R. RICNT Qf WAY . . "13 hufMµA ~sryfy'~ , z~+ ~ HANSON' TER E~ST I ^ . } ~ . . ~ ~ ~ Ca 04 S~ .v..31~ .,1. i ~ , 6 7 8 M+112 4 5 453~ 13 ~urue u~'s an~ 2 . ` uNino ~ _ . A. , , ~ 5 M7 ~ia ° • ~ . _ w, , , 8 lum"~ 12 . . - , . ~ . / ~g~ ~.7a.s0oo 3ob # ~ center Nanson _ rt# - FIeld Rep , or- . T. ~ g 2. . $ East Fe OZ pag _ c okane~ Wp ~ ~ / - ~ 400 1 , ~z5 ~ . yry~~ ' 11 ~ ~41 ro~it~ ~ , 1 ► WAiER MAf~f MH . ~ PU1T BOUNOAKY ,•.:i~ ~ R.k aIcHt oF witr ' WH13 MH/{A um HAl`1 +7V1,, ~ ~ . t~v~ p r~ E~s~r ' na ~ 3 ~13531 M,#,z 4531 FUNSe u~1 sr°An~ I~ • aaz . • 4 ~n+~ ~2 ~ %,j 4 ~ M"f' g 13 ~ N ry ~ . , 7 $ UNPO #9~M g 12 ,'..1~~- _ . V , . „ ~ j - . . . ~ ~ ~.......~,,,L,.... . , . _ y3 • • _ ~ ' , PLAt 60UNGARY . ~ . . ~ _ ion .sooaAgQ ~ .70 # . , r ~ast ~ , _ ~ente _ Hanson Fleld Repod# . , ~ ~ N~RjHWES~ Dat~~ 3 ~ ~ ~ $ Ea ;1902 3 62 ~~,nkane, WA _ . STI NORTHWEST ~ ' DAILY FIELD REPORT Proiect Informafion Project Name: Date: HANSON CENTER EAST 3/21101 Project No.: Report No.: c-70-so00194 34 Weather Arrival Time: Departure Tme: Sunny, -55° 10:15 1:45 Client Local Representative / phone number - Hanson Industries, Inc. Bob Boyle General Contractor. Site Reprmrtative / phone number Continental Contractors Rick Subcontractor STI Projed Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equiament Used 2 water hvcks, 1 tool truck, 1 CAT DSM track, 1 CAT 225B excavator, 1 CAT 950E loader, 1 SD 70D vibe compaction roller. . 5 man crew. Fetd Otsenratiors Arrived on site at contractor's request. Performed (3) density tests at the following locations....... # 1 STA 187+50 - pass, #2 STA 186+55 - pass, #3 STA 185+50 - pass. COnhactor stated that the backfill and compaction will be complete and ready for testing on 3/22/01 - midmorning. Also, observed backfill and compaction operation of water line trench. J STI Fiel resentative Contractor's Representative ~ IS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PitEUMI Y UNTIL EWED AND SIGNED BY THE STI CQNSTRUCTION ENGINEER AND/OR STI ECT MAN ER. ,~~r~ *16 j ' Revie ed by Date Project Manager Date . ' Corresponding Deficiency Report No: , 0 3628 East Ferry Spokane, WA 99202 ,4WTI NORTHWEST (509) 534-9711 . Fax (509) 534-9755 ';~~--;SORT OF FIELD COMPACTION TESTS Date: 03-21-01 Project C-70-S000194 Client: Hanson Industries Prnject Description: Constrvction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue Spokane, Washington Veradale, WA 99037 Field Report 34 Page 2 of 3 Density Std; 2216 Moisture Std: 684 Tec6niciao: Aaron Graham DBte I.OC'dtlOII Depth Bdaw Wet Maisdue °h Dry Materiel Peromt Pass or Retest of DT TeSt SG. Elcvatioa Density Deairy Type Caaqaction Fail No. No. Water Main (PCO 1 3-21-01 Sta 187+50 2' 141.2 4.4 ~ 135.2 96.2 P 2 ~ 3-21-01 Sta 186+55 2' 143.2 4.5 137.0 97.5 P 3 ~ 3-21-01 Sta 185+50 2' 143.1 5.3 135.9 96.7 P r ~ Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 - Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Pcoctor a Lab smVk 0 Descripaon mm opc. om. Msx deagity Moistuio deosiry 1 ~ 151 ~ Silty Saad Gravel 140.5 6.5 ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: ~ Da d C. Lehn ~ oratory Supervisor ' , . ~ ^ 1 ` ? : 40V I 12533 OROINARY HICH µm y WATER 1tARif . ~ ,1b w. ei si.r a ►W 1 mnp PG1T 80UNOARY R.R. MCHT OF WAY • uHrJ atl~tA ~sr. z mm HANSON R E.5 9 1 mm ~ ~~~i~ 1353~ . t ~ ~ , 8 ~ „H112 , ~ REsERvM Foa ~ 4G~~ t1 FV1tJRE ttFT STATIQN 2 J ~l ~ ~ t1,1~NuD 1 ~ ~ ~ 'SJ✓~~~ ~ I ~ , ' 41~BA mm#i~ G~ i ~ ~ , ♦ ' , ..M„ , ~ , 6 13 ~ . ` 8 9 ' -tor~ . ~ • . , . • 1 PtAT BOUNpARY ~ ~ ~ - . . ' _ . . . . _ „ % ~ ~ ' ' ~ I . ~70 job # _ Ceinter east . Hanson M r F1eld Repo # . . 1 NOR~H~~S~ ~ pate: ~ 2 3 . / oF ► . - Feg Pa9e ~ . 362g Eas A 9 Q2 ! Qr,okanQ° W NORTHWEST ~ . DAILY FIELD REP4RT Proiect infarmation Project Name: pate: HANSON CENTER EAST 3/23/01 Project No.: Report No.: . C-70-S000194 35 weather Arriva! Time: Departure Time: Sunny/Vllarm 58° 8:30 1:00 ~ ~~ient Local Representative / phane number Hanson Industries, Inc. Bob Boyle General Corttractor. Site Represerdativve I phone number Continental Contractors Rick . SubcontradOr STI Projed Manager 1 phone number Lester N. Johnson Co. Bruce Howard 509,534-9711 Page No. of 1 3 Manpawer and EquipmeM Used 2 water trucks, 1 tool truck, 1 CAT DSM track, 1 CAT 225B LC ex., 1 CAT 950 E Ioader, 1 SD70D vibe, compaction roller, 5 man crew - methad of comapction is SD70D vibe roller. _ Field Obsenrations - Arrived on site as ger confirmation with contractor the day prior. Observed compaction from STA : 178+50 - 175+00. Performed 9 density tests from STA: 176+50 - 184+50. All tests were 95% or better. Contractor states, compaction should be done 3-23-01, and ready for more densities the same date. Compaction and density tests were performed over 12" water main on proposed Indiana Avenue. Lab sample of material is #151. Max. density 140.5 and opt. moisture 6.5%. PA. ~ STI ield epresentative Contractor's Representative lS DOCUMENT IWD REFERENCED ADD~NDA ARE TO BE CONStDERED P~tEItMIf~ARY UNT IEVYED AND SIGNED 8Y THE STI CONSTRUCT{ON ENC~NEER ANDIOR STI ECT GER ~ ~ ~t 23.,~~ /o/ /ev by Date /11 Froject Manager Date , Corresponding Deficiency Report No: , . 3628 East Ferry !Spokane, WA 99202 JWTl NORTHWEST (509) 534-9711 Fag (509) 534-9755 nx,r~ORT OF FIELD COMPACTION TESTS Date: 03-22-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue Spokane, Washington Veradale, WA 99037 Field Report#: 35 Page 2 of 3 Density Std: 2208 Moisture Std: 674 Technician: Fiank Willingham Date LOCStiOn Depth Belaw wet Moishum''o Dry Maferial Percmt Pess or Retest of D7' TeSt SCi. nevatian Dansity Dens+tY TyPe ComPaction Fail No. No. Indiana Avenae -12" Water (pcF) Main 1 03-22-01 ~ STA: 184+50 2' ~ 138.4 ~ 3.9 133,2 95 P 2 03-22-01 ~ STA: 183+55 2' 139.3 ~ 4.2 ~ 133.6 95 ' P 3 03-22-01 STA: 182+50 2' 145.9 6.2 ~ 137.4 ~ 98 ~ P 4 03-22-01 STA: 181+50 2' 148.8 6.2 ~ 140.2 1100-99 P . 03-22-01 STA:180+50 2' 146.8 5.5 139.2 99 P 03-22-01 STA: 179+50 2' 141.4 3.7 136.4 97 P 7 03-22-01 STA:178+50 2' 140.6 4.0 135.2 96 P 8 03-22-01 STA:177+50 2' 142.2 ~ 4.3 136.3 97 P 9 03-22-01 ~ STA: 176+50 2' ~ 141.7 ~ 6.7 ~ 132.8 ~ 95 ~ P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ~ ~ Ub saVie 9 nesc;paon ,m opt. mr. Max • dmsity Moisdme dmnry 1 151 Sitty Gravel Mix 140.5 6.5 1. Fill P. Test Results Compty With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: D d C. Lehn - . oratory Supervisor ~ ' , ~ , 4oo, , G , tl ~ 533~ L2 ' ORDINARY HtfN .r.,,,`~ ttN AC ATER MARK j~@ 81 31.7 3,4 NH B ij 'P D ~y ~ MMM[ 5 ST. At ~ / : ' .y..:~.- w sy► . f Put eouNoaar c~ r..ui~ ~ • h o"r~V 7..~..~ J/f ~,l ~ f/ f f WAT . ...r.. ....~..W.. ~ RK. mcRrtw , R.R. Rt^fl ~T V OF AtN/J WH j4A ~l7, ~.p Z 4 M+ ~ HA ON ~~ENTER ,S~' t ~ ....M... ~ i ~x u~3 • ~ ~ ,,~q ~ ~ f . . 1 aH 4 ~ x~ 135~~ ~ x 7 8 ~+,1z ~ ~9 . RESER~O POR • FUTURE UF7 STATION 4GJ3~ -J: 1, t, i~ . ~s,. „ •i 3 u►,~I ' ►a~~ 2 aa i, ~ '""-+-t.,--~ esgda ~ ~~14 O ~ y . AIH/t0 • ~ I 13 g 12 {,~p ~ ~ w" Y~4'~M ry ' ~ RIAT BOUNDARY ' . ~ t m . . _ . ' 91' , 3ob C-70..s000 , - (;erlter . ~anson , _ rt# ° Fleld Rep~ ° ~ oF 3-- ~ e3 - a East F~r02 P~g ,~kane, ~A 902 STI NORTHWEST ~ ` DAILY FIELD REPORT Proiect Irformation Project Name: Date: HANSON CENTER EAST 3/23/01 Project No.: Report No.: c-70-so00194 36 Weather Artirral Time: Departure Tme: SunnylVUarm 10:30 12:30 Ctient: Local Representative 1 phone number - Hanson Industries, Inc. Bob Boyle Genera! Contractor. Site Represeniative I phone number Continental Contractors Rick Suboontractor STI Proied Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 3 ~ Manpowet and Equipment Used Contractor not on-site - no equipment being used. , Fetd Obsenrations ~ Arrived on site as per confirmation witb contractor the day prior. Performed (3) density tests from STA: 173+50 - 175+50. All tests passed with 95% or higher. Tests were performed on 12" water main trench, 2' below subgrade on New Indiana Avenue. *1depresentative STContractor's Representative IS DOCUMENT AND REFERENCED ADDFNDA ARE TO BE CONSIDERED PREUMINARY UNTIL R EWED AND SIGNED BY THE STl CONSTRUCTION ENGlNEER ANDIOR STI CT MANA uZ' d by Date STI oject Manager Date 4Rev* Corresportding Deftciency Report No: • 3628 East Ferry ` Spokane, WA 99202 ~V7',ff NORTHWEST (509) 534-9711 - Faz (509) 534-9755 ~ rORT OF FIELD COMPACTION TESTS Date: 03-23-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Servic.es Bob Boyle Hanson Center East 15102 East Indiana Avenue Spokane, Washington Veradale, WA 99037 Field Report 36 Page 2 of 3 Density Std: 2212 Moisture Std: 678 Tecbnician: Aaron Graham D8t8 L.OCSLl0I1 Deptt► Below Wet Moistine 95 Dry Matnial Percent Pass or Retest of DT 11 'j'gg[ SG. Devafion Deasity Deasity Type Cznwwdoa Feil No. No. (PCF) 1 3-23-01 Sta 175+50 2' 144.1 5.0 137.3 98 P 2 3-23-01 Sta 174+50 2' 139.9 3.7 134.9 96 P 3 3-23-01 Sta 173+50 2' 140.0 4.6 133.8 95 --P ~ Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 ~ Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 , Pmacw a cab smVic ~ nescaipc;~ ~ OIIL Mr. Mal densiry Moisnae dmsity 1 151 Silty Sand Gravel 140.5 6.5 ~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: /~6 D id C. Lehri fp ~L 1,4, Supervisor - f. , ~ . , ` . 40V C12.533A (MiNARY HIGM ~ ~ r ry •n6+ yN WATER MARK yN ~ PI.AT 90UNDARY/ ~sosr..w~ i "r]!~~i. ...y.,,.~.4. ~ '~✓r. +0s:t'ul3t\. 2~~.~y~ , w. w. Y.., ' _ \ ✓i R.R...RICHT ~ a • r,,.:~.•.. OF H~AY • MNJf,3 A(N#4A(157.yA 2 um ANSON TER EAST g ~ } ,.`•-.,`'"w„ . , I , +a µ 5 6 • i 3 5 RESERVED FOR 4~8, 7~ I t ~ 453] R/1URi LIF7 1f „ ~ St . ~j : 4 t ►o~;~ 2 ~ ~ , ~ ~ MHn mmiro ~ . "i s , ' mm ia a~b ._.u„#9 12 t,.: ~ : . . . 4. PLAT BtRlDARY w ° ~ " " ' ~ _ ~ . . „ " ~ . ' ~ 3'ob C-70-SOp~ , . , ~ " ~ast . C;entef ~anson _ o't # Field Rep . QRTWW~'~ ~ ~ A~~ oF .,3~-- sIf ~ t.~e Pa9e ~ 62a Eas gg 02 , okane, WA a , ~~TI NORTHWEST ~ ` DAILY FIELD REPORT Proiect Information Project Naine: Date: HANSON CENTER EAST 4/11101 Project No.: Report No.: c-70-sooo194 38 Weather Arrival Time: Departure Trme: RainlSnow 35° 8:00 4:45 Ctient toW Repnesentative / phone number Hanson Industries, Inc. Bob Boyle General ConUactor: Site ReprmntaWe / phone number Continental Contractors Rick Subcontractor STI Projed Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. af 1 2 - Manpower and EquipmeM Used (1) Vactor pump truck, (1) Operator, (2) Laborer, (1) Mandrel 18" S S Main on Indiana Avenue. ' Feld Observafions ' Arrived on site per Contractor's request. Observed mandrel testing between MH 6-12. Some minor sand and rock washed into manholes, and cleaned out by hand. Manhole #9 had several feet of subgrade material knocked into it the day prior. Cleaned out and jetted with clean water. Mandrel caught and ja.mmed at S 13. Laborer crawled into 18" main appeox. 25' and ivestigated jam. He stated no damage to main or service. (Kink/curl in wire cable pulling mandrel is probable cause.) Also, contractor rep. started laying native material down for curb and gutter. Observed aggregate up to 3"-4" , diameter in material mix. Approx 4" lift was observed placed aad rolled. Waiting for approval from County for native material use or if an import must be used with a fine mix type. . ~ , ~ ~ ~ . - STI Field R pr entative Contractor's Representative . THIS DOCUMENT AND REFERENCED ADDENDA ARf TO BE CONSlDERED tNARY U REVIEWED AND SIGNED BY THE STI CONSTRIjCTION ENGINEER ANDIOR ST OJECT GER. 4Z~g~ 4Rev wed bY Date I Project Manager Date ~ Corresponding Deficiency Report No: / . ~ J I i • ~ 4QV , 412~33 . , 4 y»s~ ~ ORDINARY HIGN i~ uN ec , wnTER MaaK w ai ~s~a a~ MH a8 `fMH#4 y PLAT 80UNDARY , ~i :u„r,,~.as,ln.•w„ ~ ~,1; " . / i ,i ' / R.a. RIcMT iiF'w~~ ~ ,~AHP_ MHjqA HANSOW ENTER EAST ,3. , 1,3 M, 31~ ~ 1 g 7 $ MH~z 35RESERVEO FpR 4531 ' FuNaE uFr sranou 2 4 ~ . ~ 4oo r"~' ~q~~~ ~ is ~ ; ~ • 3 i ~ ~ ~ M►,~~~ I aHOSA Q 14 , ' ° : , 5 6 u"#r 6~~ R7 "~+ro 13 12 . , _ . . A 4 ~ . ,~_n ~ ~ , . 11 . . ~ ~ w "'1......., . , . F ' ~ , `,-Pt,Ar BOUHDAtr- . . ~ . . , . ~ ~ Jo bC-70,S00()194 . Center Hans~n _ , - art # 55 - F 1eld Rep, ~ ii ot oF. 3 - - ' - ~ _ ~ $ East Fef'p2 pag . ~ 36 ane, WP, gg STAf NORTHWEST ~ DAILY FIELD REPORT - Prniect Infom,atian Project Name: Date: Hanson Center East 4/12/01 Project No.: Report No.: C-70-S000194 :by Weather Mival Time: Departune Time: Cloudy/Cool 45° 8:50 1:50 Cfient: Loca1 Repr+eseMative / phone number Hanson Industries, Inc. Bob Boyle General Contractor. Site Repr+esentative I phone numW Continental Contractors Rick Subconiracxor STI Projed Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 1 - Manpower and Equipment Used (1) CAT 310 Grader, (1) CAT 950E Loa.der, (1) SD70D Vibe Compaction Roller, (3) Operator, (3) Laborer. _ Fretd Obsenrations Arrived on site as per Contractor's request. Observed native material being material being placed from STA: 158+00 to 166+00. Material was graded along with import for curb and gutter. Oa Indiana Avenue ready for density testing 4/13/01. Pick-up sample for 1 point proctor reference. Will obtain results 4/13/01. Contractor took care not to mix import and native during grading. ~ ~ STI Field ep entative Contractor's Representative THlS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSfDEREO PRFUMINAR UNTfL REVIEWED AND SIGNED BY TNE STI CANSTRUCTION ENGINEER IWDIOR STI OJE MANAGER. - - 1~ l// 3 , . Rev' wed by Date STI Project Manager Date Comesponding Deficiency Report No: . ' AkV'►l NORTHWEST ~ . DAILY FIELD REPaRT , ,_..r.~.~ Proiect irfom,ation Pro)ect Nams: D&: Hanson Center East 4113/01 pr,olmt No.: Report No.: c•70-so00194 40 Weafier Artival Time: Depabre Time: CloudylCold 35° 8:00 12:15 Client: l.ocai ReMeseritaM I ptane rtunber Hanson Industries, Inc. Bob 8oyle Gwrefal Conftctor; Site aepuetWve I pfwne number Continental Contractors Steve Smith Subomhdw STI Projed Monager / phone number Lester N. Johnson Co. Bruce Howard 509-634-9711 Page No. of 1 4 Mw"w and Equipment Used (1) CAT 310 Grader, (1) -SD70D Vibe Compaction Roller, (1) Operator, (3) Laborer. Fieid Obsenratioru ~ Arrived on site as per Contractor's request. Performed density tests at the following locations: 1-9 ~ STA: 166+75 - 158+50 south side curb and guttefi. Tests 10-17 STA:158+50 • 166+50 north side curb and gutter. All tests passed at 95% or better. Curb aad gutter was shot with lasa on top of subgrade. Curb and gutter area is fmn and unyeilding. STA: 162+50 was not tested due to future driveway and down current to be excavated in subgrade per Contractor rep. . , STI Field resentative Contractor's Representative T DOCUi1~ENT AND ftEFERENCED ADOENDA ARE TO BE OONSIDERED PFiEUMINAi2Y UNTIL WED AND SIGf~lED BY THE STI CONSTRi1CTI0N ENGINEER ANpIOR STI R. , 409 46L - R iew y Date L"OFS oject Manager Date Comes ~ng Deficiency Report No: , 3628 East Ferry Spokane, WA 99202 JVTJ NORTHWEST (509) 534-9711 Faz (509) 534-9755 1 i-ORT OF FIELD COMPACTION TESTS Date: 4-13-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 1 S 102 East Indiana Avenue. Spokaney Washington Veradale, Washington 99037 Field Report 40 Page 2 of 4 Density Std: 2198 Moistare Std: 653 T@CLDiCIAO: AS[OA CiIah81ri - T - ~ D8L6 LOC8tt0II Depth Below Wet Moiswre °.6 Dry Mataria! Pammt Pass or Ratat of D'1' TeSt 54 Elevabon Demsity Drasity 'Iype Coa"Ction Fml No. No. (PCF) South Side of IndiAna Avneue Curb & Gutter 1 ~ 4-13-01 166+75 SG 147.0 5.7 139.0 , 102 ' P 2 ~ 4-13-01 165+60 SG 144.5 6.2 136.1 99 P 3 4-13-01 164+50 SG 148.0 6.0 139.6 ~ 102 ~ P 4-13-01 163+50 SG 144.9 5.4 137.5 ~ 100 ~ P - 4-13-01 162+50 ~ SG 143.3 ~ 6.0 135.2 ~ 99 P 6 4-13-01 161+50 SG 139.9 ~ 5.3 132.9 97 P 7 4-13-01 ~ 160+50 SG ~ 140.9 ~ 5.2 133.8 98 P 8 4-13-01 ~ 159+50 ~ SG 146.4 ~ 6.1 138.0 101 P ' 9 ~ 4-13-01 158+50 SG 149.4 ~ 5.9 141.1 ~ 103 P ~ North Side of IadianA Avenue Curb 8t Gntter - 10 ~ 4-13-01 158+50 SG ~ 141.9 ~ 6.6 133.1 97 P 11 ~ 4-13-01 ~ 159+50 SG 141.2 5.1 134.4 98 P 12 ~ 4-13-01 160+50 SG 141.8 6.3 133.4 97 P 13 ~ 4-13-01 161+50 SG 143.7 6.2 135.4 99 P 14 ~ 4-13-01 ~ 163+50 SG ~ 144.0 6.7 135.0 99 ~ P 15 4-13-01 164+50 SG 151.4 7.7 140.6 ~ 103 ~ P 16 4-13-01 ~ 165+50 SG 138.4 4.4 132.5 ~ 97 P 17 4• 13-01 166+50 ~ SG 150.8 1 150.8 141.2 ~ 103 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ~ ~ J ,3628 East Ferry ' Spokane, WA 99202 jWTI NORTHWEST (509) 534-9711 Faac (509) 534-9755 pao+a, a aFd } F - - Prodor f! Lab Sampfa # Desaiption max opt oomt. Msac dmsiry Moistwe density 1 584 3/4" Top Coazse 137.0 8.5 , 1. Fill P. Test Results Comply With Specificatibns. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: a C. Lebn ~.a ratory Supervisor , - --1 ~ i ' . . q,0V . ` 10 r ~ ~ ~pr 12533 r d ` ~S b ~ '1 ORDI IGH ~ ~ ii WA MARK y ~ ~mu»~` ~tt / .«,.,..-..aa..., f ~ f~ . ~S I t~R. R~CMT OF WAY ~ UN1~~ 137.04. o" HANSON T x TER E.ST 9 mm 6 ~ . ~1351J , ResMv¢o voR 4531, FtJNRE UFT STADON „ .A g r MW#7 ;MHO • t3 . • ~ 12 ~ -L• ti ~ . / , . ~ . i p~ DY Put eouN DUiii' M. . . _ . . , ' ~ ~ ~ _ . ~ w... ~ , . . ~ o , , ~gQ 3ob c-.70 # . ~ VAiainsOn Center , _ - ~ F Ield Rep° _ - ~ s1 . 4 1HW _ ~ pate- t ~ . o~ _ ` P ~ . _ . - a e 8'~ast Fe~ , . „ 36 ane, WA 02 9g ~ STI NORTHWEST ~ DAILY FIELD REPORT Proiect IrfornaUon Project Name: Date: Hanson Center East 4/16101 Projed Plo.: Report iVo.: C-70-SQ00194 41 Weger Artival Time: Departune Time: Cloudy 36° 8:00 10:00 Ctimt: Local Repneserrtadve / ptane nwnbef Hanson Industries, Inc. Bob Boyle General Cortactor: Ske Reprvserttatiwe ! phone number Continental Contraactors Steve Smith Subcontrac.tor STI Proect Manager / phone numbw Lester N. Johnson Co. Bruce Howard 509-534-9711 Paga No. af 1 1 Manpower and Equipment Used (1) Curb Machine, (1) Operator, (4) Laborer. Field Obsmatians - ' - Affived on site as per Contractor's request. Observed ptacement of concrete at STA: 157+60 - 162+00 on norht side af Indiana Avenue. Perfortned slurpp, air content and temp. Made 1 set of 4 cylinders. Pick up cure box from Greenstone in Liberty Lake for cylinders at Hanson. ir 1 r ~ STI Field R esentative Contractor's Representative ~ THIS M'ENT AND REFERENCFD ADOENDA ARE TO BE CONSIDERED PRELIMINARY UNTIL RJMEMO AND SIGNED BY THE STI CQNSTRUCTtON ENGINEER MIQIpR STI pRQ,I MIWA . _ i Rev' wed by Daie ST oj ect Manager Date , Comesponding Deflciency Report No: PROJECT1~),<b,,3 C&-tt,Fer &`?}5'At • PROJECT No.:C- 70-S0W 1 g y REPORT No.: q(l Tl NORtHWEST DATE: / TECH: _A .ri~ ~ 3628 E. FERRY ~SPOK:ANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Faac (509)534-9755 FIELD DATA BATCH DATA CONCRETE SUPPLIER M1X Na: Is2 DATE OF SAMPI.E TRUCK No» czr'T TIME OF SAMPLE CT TICKET Na: ZA 2- 31 .S wEATFIEPrrEi►zr sAcws cEMEvrr /c.Y. ' SAMPLE TYPE 6u?,- C~. TYYE CEMENT r6vA srRUCTURE TYPE BATCa TV" sAWLE LocATIox t Go - END PLACEMENT TIME Lto Z4OD MjQfj-, 5,,~- _ A AnMnXruxFS A`!5;0 TOTAL CUBIC YARD3 PLACED MAX AGGREGpTE SIM ~ t 1 SAMPLE TAKEN FROM ~ C.Y. o! ~ BATCH WATEA (lbs) ~67Z- Cnre Boz WATER:CEMENT RA'I70 Notcs: , r DESYGN STRENGTH FIELD TFSTING DATA ~ 1'EST RESULTS SPECIFIED VALUES SLUMP ( ] /4 in.) [ASTM C 1431 CONCRETE TEMPERATURE [ASTM C1064] 5-0 _'g~ or, AIR CONTENT (0.1 [ASTM C 231 ] WATER ADDED (g,al) ~ WATER:CEMENT RATIO . . ~ LABORATORY TESTIING DATA LAB FIELD DATE TEST AGE STZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE d ~ ~ 6 x IZ C 33c3 A "7 V7 2j . t SAMPLED BY m- CHECKED BY ~ REVIEWED BY ASTM C31,C39,C51 1,C617,C1231 0:1ST1\LAB1F0RMSIC0NCR REPORT V2.0 3/00 / i ~ . i i , / i i ~o : 4oo, ~ ~ . ~ r~ ,,~~~i`; ~ ~ • 4 F }M1,` ' • OROINARY HI u ~'GI q YM WAiER MAiNt 5I.7 A yLtj,i PLAT BOUNDARV ~ ir,.,:.:zt~. ~ _ _ . ....,...w..,.... h RR.. FbCHT Gf WAY~ y J kM#3 4H/4A MN ~ HANSt?N TER EE~.ST ~ ~ ~ , ~ • 0 ~ ; ~ W4 x MH#,z RE~RVED fOR ~4GJ311 i1lTURE UFT STAiION ti• 2 ` .J ; i: ~ 3 ! • . ~ ► 4 z ~ . ~'~,f 4 m„ro + ~ ' ~ ~ ~ . . . . . 4,~ 5 ~ ~Hf7 aa ~ 3 ~ g oe 12 . 4 ~ .r_ m. n L LL~ ~`ti.. , , ..r. w ~r ~ ~~~p ~ ~ . ~ m..I 4 ~ , ~ ~ ' ' • . . . ~ ~ . . ~ ~ ....y~ . 1 , • . . ~ ' 1 PtAT BOUKDARY , H . . , ^ ' . .5 30t) # . . ~ . (;entef "anson , - . eld Repor~ , s~ Fr . ,~0~ RTHWE t~. , QF . . ~ East ~e~y pag 62 99~02 ~ 3 kane~ \NA f . . STAI NORTHWEST ~ DAILY FIELD REPORT ProW Irtformaion ProJect Name: Date: Hanson Center East 4i23/01 ProJect No.: Report No.: c-70-so00194 42 Wea~t)tter ~ ArriW Tirre: Oepabum Time: Rainy - 50° 8:30 -12:05 2:50 - 3:50 Cfient: Locai Representative / phone ni,enber Hanson Industries, Inc. Bob Boyle Ceneral Corbwor: Site Reprmntative I phone number Continental Contractors Steve Smitherman SuboontraCtor STI projed Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 ~ Manpower artd Equipment Used (1) CAT DSM, (1) CAT 225B LC Excavator, (1) SD700 Vibe Rol ler, (5) Laborer. _ Fie{d Obsenrafiors Arrived on site as per Contractor's request. Observed compaction with vibe roller in finish subgrade of Indiana Roadway, north and south sidewalks. Sidewalks probed-proved fum and unyeilding. Also, Indiana east and west bound lanes proved firm and unyeilding. Roadway base material ready for testing tomorrow (4-24-01) on Indiana Aveue per Contractor rep. ~ e r STI Field Representative ' Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENQA ARE TO BE CONSIDERED PRE MINARY TIL REVlEVYED AND SIGNED BY THE STI CAMSTRUCTION ENGINEER ANDIOR S OJE GER. ~5h; R~, iewed by Date Project Manager Date ~ Comesponding Deficiency Report No: STI NORTHWEST ~ 1 DAILY FIELD REPORT ~ ~.~.....RqW Irbrtiatim ptoject wm DIa~ Ha'190n CeI'te1' East pppW Na: Faeport Na: C-70.9000194 43 Vlkattw AnW TinM DeparhneTms RWvy - 5pP &30-1206 250 - 3:50 annt wwftesenl~elq,one rxnter Flar~son Itiduslries, Im Bob Boyle cff erai OanhacW. stie Represer~tiuel phone rxrrber C01'tI'tel'tai C0tract015 Sbm 110'antol aboort-r-tor 511 F'rtjed Marqer/ pm ru*er Lester N. ,1ofren Co Bn,ioBFbnod 509630711 PaMNI af 1 2 N~rpvwer " 64,iprr,ert Used (1) CAT DSM, (1) CAT 225B LC Excavator, (1) SD700 Vibe Ro11er, (5) Laborer. Feld Cbervad" . . ~ Arrived on site as per Contractor's request. Observed compaction with vibe rolle,r in finish subgrade of Indiana Roadway, north and south sidewalks. Sidewalks probed-proved firna and unyeilding. Also, Indiana east and west bound lanes proved firm and unyeilding. Roadway base material ready for testing tomorrow (4-24-01) on Indiana Aveue per Contractor rep. L ~ . STI F ld Representative Contractor's Representative T ooaMWa,nMVENCWAnoeOkaWMeEoonMMERIEMD nwsxNMerIVE STI ooNSTFLx.'TlOrr eNGINMtANDlpt S PfuQ16C.T d by Date TI Project Manager Date ,.1 4Reyi , ~ Gbrr~,'spor,&n9 Odcievy Rapat Nx ~ J ~ . - 400, 9 66Z ~ 12533J ~ ~ I ~ ~ = ORDMARY HICH MH WATER MARK ~ 'l 1 IAH#i yH I / ur PUT 90UNDART ,~yi WAY.. , . . Iltl/4A Aa1y~ W+ QF HAN50N TER E~ST ~ p"~~ ~ ~ ~ ~ ~ 1.3 5 • ,~,t ..w , + , ~ ' mm 4 9 3531~ 4 ~Z RESERVEQ fQR 453~ N1URf UF7 STATIOM 2 , 4; MH#M O • l 1^4 UH#7 - . . . , , y ; y ~ $ g .--u im12 ' . ~ ~ . ~ • , . } . . ~ i PU1 BOUNGARY , . _ . . . , „ w ° . _ .,m i jot) # C-7os0()()Aql _ r east _ H,nson Cente _ . ~ Field Rep ~ # - ~ ~ NoRIHWE~ pate: - oF PL. _ ~ - ~ a East~'~e'~Q2 page . e \.N ~ . cnnk~l'n ~ ~62 AV77NORTHWEST NJ DAILY FIELD REPORT 4 Proiect Information Project Name: Date: Hanson Center East 4/25l01 Project No.: Report No.: C-70-S000194 44 Weather Amval Time: Departure Time: Sunny/V1lindy 53° 1:00 3:30 Client: Local Representative / phone number Hanson Industries, Inc. Bob Boyle General Contractor: Site Representative I phone number Continental Contractors Rick Subcontractor STI Project Manager ! phone number Bruce Howard 509-534-9711 Page No. of 1 3 ~ Manpower and Equipment Used . 1 tool truck, 1 water truck, 1 single drum roller, 1 finish roller 3 man crew. . Field Observations f- . Arrived on site upon request of the contractor. I performed density tests on CSTC from Sta 158+50, 166+75. Informational tests showed left half of roadway needed rewetting and rerolling. Subsequent record tests showed the entire roadway passed the 95% compaction requirement. { 11 . 1 ' STI Field R resentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIdE;9ct TIL REVIEWED AND SIGNED BY THE STI CONSTRUCTION ENGINEERANDIOAGER. evi ed by Date Manager Date Corresponding Deficiency Report No: ' 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Faz (509) 534-9755 , 1. o~''ORT OF FIELD COMPACTION TESTS Date: 4-25-01 Project C-70-S000194 Client: Hanson Industries Project Uescription: Canstruction Testing Services Bob Boyle Hanson Center Fast 15102 East Indiana Avenue. Spokane, Washington Veradale, Washington 99037 Flefd Report 44 Page 2 oi3 Density Std: 44005 Moisture Sbd: 10266 Tcc6nidan: Tim Johnson ' r T - T T , I?aw I.Ocg10II Drpih Belaw Wci Moistise % Dry Maoerial Poncent Pffie ur Rttest of DT Test s0. Flevauon Dendty Dcnsiry Type comgaetioa Fail xo. No. (PU) 1 4-25-01 159+00 - 15 LT CSTC ~ 144.7 5.7 136.9 CSTC 98.6 ~ P 2 4-25-01 159+40 - 6' LT CSTC 141.1 6.3 132.7 CSTC 65.6 P 3 4-25-01 160+20 - 12 RT CSTC 146.6 5.27 139.0 CSTC 99.9 P 4 ~ 4-25-01 161+00 - 12 RT CSTC 140.2 4.7 133.8 CSTC ' 96.4 P 5 4-25-01 161+75 - CL CSTC 141.2 5.5 133.8 CSTC 96.4 P 4-25-01 166+00 - CL CSTC 140.1 6.32 131.8 CSTC 95.0 ~ P 4-25-01 164+50 - RT CSTC 143.5 4.7 137.0 CSTC 98.7 P 8 4-25-01 163+50 - 12' LT CSTC 145.2 5.9 137.1 CSTC ~ 98.7 P 9 4-25-01 162+00 - 12 LT CSTC 140.7 6.0 132.8 CSTC 95.7 - ~ P 10 4-25-01 161+5 - 12 LT CSTC 140.1 5.7 132.5 ~ CSTC 95.3 ~ P~ 11 4-25-01 162+50 - 12 RT CSTC 146.2 5.1 ~ 139.0 CSTC 100 P 12 4-25-01 163+50 - 15 RT CSTC 143.5 5.72 135.7 CSTC 97.8 P X Nuclear Method ASTM D 2922-96 Staildard Proctor ASTM D 698-98 Sand Cone Methad ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Procxor # I,ab ssmplo # n~ript;oa max oPt. car. Mac density Moieriue dettsity 1 ~ 494 CSTC from POE 138.8 ~ 7.8 1. Fill P. Test Results Comply VVith Specificatians. 2. F. Test Results Do Not Comply With Specifications. NOTES: ` . / . av' C. Lehn L oratory Supervisor u . STJF NORTHWEST ~ ~ DAILY FIELD REPORT PfnW (fifO1T1'1au011 - Project Name: Date: Nanson Center East 4f27f01 Projed nro.: Report Ho.: G70-SU00194 45 weaft a*al rhre: oepartum rtme: Sunny - 70° 7:50 2:30 qiet locd ReprmntdYe ! phone number Hanson Industries, Inc. Bob Boyle GeneM Coftactor: site Papmserttative I ptwne number Conbnental Contractors Steve Smitherman SubCOntracbor STI Projed Manager I phone numbu Lester N. Johnson Ca. Bruce Howard 509-534-9711 Page No. af • 1 4 , - Manpower artd Equipment Used (1) DD90 Vibe Compaction Roller, (1) DynaPac CC102 Vibe Compaction Roller, (1) Greyhound CR561 AC Paver, (5) Operator . FlM Ob9eivations Amved on site as per Contractor's request. Observed asphalt placement on Idiana Avenue. Performed (20) marshall density tests. All passed at 92% or be,tter. Temp between truck loads were 260°- 280°. Contractor took care aligning paver with curb. No new chips or breaks. Stations tested were between 158+00 - 166+50. See attached for test results. STI Fiel resentative Contractor's Representative TH13 DOCt1MENT AND REFERENCED ADOENDA ARE TO BE CONSIOERED PREWNIMARY REVIEWED AND SlGNED BY THE STI CON5TRUCTION ENGINEER ANDIOR STI E GfR ~ R iewed by Date STI Project Manager Date Cotresponding Deficiency RepoR No: 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9'711 Faz (509) 534-9755 ~ ~ JRT OF FIELD COMPACTION TESTS Date: 4-27-01 Project C-70-S000194 Client: Hanson Industries Project Descripdon: Construction Testing Services Bob Boyle Hanson Center East 15102 East Inciiana Avenue. Spokane, Washington VerRdale, Washingtvn 99037 Fietd Report 45 Page 2 of 4 Density Std: 49989 Moisturo Std: 10518 Technician: Aaron Graham DSte L.OC8210I1 Degth Below Wet Moishue 96 Dry Mataisl Pec+oeat Pess or Retcst of DT ~ Test sG. Elevatian Deasiry Derisity 7j+Pc Caapactian Fed xo. No. East Bound Indiana Avenue (PcF) 11 ~ 4-27-01 158+00 154.8 141.7 6.4 ~ 92 P ~ 12 4-27-01 160+00 154.8 144.9 7.4 94 P ~ 13 4-27-01 162+00 154.8 142.4 7.4 92 P 14 4-27-01 164+00 154.8 144.0 6.7 93 P 15 ~ 4-27-01 166+00 154.8 143.3 6.7 93 P 4-27-01 158+90 154.8 142.8 6.3 92 P 4-27-01 164+90 154.8 142.2 6.8 92 P 18 4-27-01 162+90 154,8 144.6 , 7.2 93 P ~ 19 4-27-01 164+50 154.8 141.7 6.4 92 P 20 4-27-01 166+50 154.8 144.8 5.4 94 , P L L X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Froctor ASTM D 1557•98 ~ - - P~ # I.eb smmQia u nes«iqtion ~ M~ dansiry Mois=e density 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: , 3628 East Ferry Spokane, WA 99202 rl NORTHWEST (509) 534-9711 Faz (509) 534-9755 E' 1~!;rvRT OF FIELD COMPACTION TESTS Date: 4-27-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spokane, Washington Veradale, Washington 99037 Field Report 45 PageB of 4 Density Std: 49989 Moisture Std: 10518 Techn idxn: Aaron Graham Dgte LOCShOn ' UepM Bdow Wet Maisdco% Dry Materisl Pmvmt Pass or Retast ofD? TBSt 3G. Flevetioa Deoaity I?ansity Typa Campactioa Feil No. No. West Bound Indiana Avenue (PcF) 1 4-27-01 158+60 145.2 ~ 6.6 ~ 95 P 2 4-27-01 160+50 143.7 6.5 94 P 3 4-27=01 162+50 144.8 7.5. 94 P 4 4-27-01 164+55 142.2 6.6 92 P 4-27-01 165+85 144.2 7.1 ~ 93 ~ P ~ 4-27-01 ! 158+50 141.9 ~ 7.2 ~ 92 P 7 4-27-01 160+45 142.8 6.8 92 P 8 4-27-01 165+55 ~ 143.2 6.7 93 ~ P 9 4-27-01 164+60 147.3 7.4 95 P 10 4-27-0 l 166+00 ~ 142.4 ~ 7.3 ~ 92 P ~ ~ X Nuclesr Method ASTM D 2922-96 Startdard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Praxor # LuD ssmQle # Descripion mm opt car. Max I 1 deasity MoisWte density Class "A" Asphalt Concrete 154.8 ~ 1. Fiil P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: ',1 • , A / - , . " 1 ~ 400' C12,513 3 f~-+ ONOINARY XIGH ~ ~ ~~Z yN ~ y WATER MARK t eo. at t.7 i,~ yN ' : ' ~ ~ PIAt @OtlNDARY / I RlCHT OF WAY MHOJ AI►1/M i» a! ~E . NN 3 HANSON~ TER EAST g ./~N . . - ~ ~ at , u•~ . ~ mm 4 r~ ~ 14 M+n: ~ 311 3 cl r~saRv~n F~ 31 'NRE UFT STAiiQN 2 a~5 u„II, • I~ ~ a 14 ~ 6 M+R 13 g i° 12 , . , ~,.~.rc, _ ~ - . w..•.,... , ~o i .1ipLAT BOUN~, . • . , , . . 5r ~ . m , _ ~ . J o.SO()()A94 30t) c-7 , - ~ east . . "ans°n Centet F o - Ie1d Repo ~ • -y ~ N09 ~~WES~ ~ Date*. ~ oF - ~ 3 Page ` ~ - ► 2902 ~ 62a Eas~ F , . nkane, WA , . ~ C-% n SM NORTHWEST ~ - DAILY FIELD REPORT Ptoiect Inform~ian Project Name: Date: Hanson Center East 4130/01 Pr+oject nro.: Report No.: C-70-S000194 46 Weather ' Artival Time: Departure Time: Rainy/Cold - 35° 1:00 3:30 Gient: Local R"gnrese~tive / phone number Hanson Industries, Inc. Bob Boyle General Corttractoc Sfte Repressnt0e / phone number Continental Contractors Rick Suboontradpr STl Projec;t ManaW / phone number Bruce Haward 509,534-9711 Page No. af 1 3 Manpawer and Equipment Used Fietd ObservaUons ~ Arrived on site upon request of the contractor. Spoke with Contractor rep. on Friday 4-27-01 with POE. He stated they were doing asphalt taday at 7:30 for Indiana Avenue. Contractor was not on site. No phone call to cancel. ~ . ~ STI Fiel R resentative Contractor's Representative THIS DOCUMENT AND REFEF2ENCED ADDENDA ARE TO BE CONSIDERED PREUMIW1ttY [l REVIEWEA AND S6GNED BY THE STI CONSTRUCTION ENGlNEER AND/OR STI ECT GER, ~ Re ewed by Date TI Project Marlager Date Comesponding Deficiency Report No: STI NORTHWEST ~ ~ DAILY FIELD REPORT Proiect I rformation Rroject Name: Date: Hanson Center East 5/2/01 Projeci No.: Report No.: c-70-so00194 47 weadw Ami,►ai Time: oepartum rme: Sunny/Warm - 55° 7:30 4:00 Client Local Represent*ve / phone nunber Hanson Industries, Inc. Bob Boyle Gmem ConbWa: Site RAresentaGve 1 phone number Continental Contractors Rick Clifton Subcorttracc;tor STI Ned Manager / phone number Bruce Howard 509-534-9711 Page IVo. of 1 4 Manpaw and Equipment Used (6) Operator, (1) Laborer, (1) DD 66 Vibe Roller, (1) Paver, (1) 410 Rol le,r. Field Observations Arrived on site upon request of the Contractor. Performed (18) marshall tests which passed at 92% or better. Rollers had some difficulty in obtaining compaction, but did succeed STA: 158+00 - 166+40. Temperature range 165° - 190° for asphalt. Inspector for FOE compared tests with STI's test results. Results were comparatively the same. POE finished first phase of Indiana this date. ~ ~ STI Field e resentative Contractor's Representative THI ' CUMIENT AND REFERENCED ADDEPlDA ARE TO BE COhSIDERED PREUMINARY UMIL REVIEWED AND SIC~D BY THE f STI CONSTRUCTION ENGINEER ANUIOR S PR CT MANAGER. 17101 Rtewed by Date STI Project Manager Date Comesponding Deficiency Report No: . 3628 East Ferry Spokane, WA 99202 JFT1 NORTHWEST (509) 534-9711 Faz (509) 534-9755 , t ~ ~~,c.; ~-ORT OF FIELD COMPACTION TESTS I3ate: 5-2-01 Project C-70-SO00194 Client: Hanson Industries Pcoject Description: Construction Te.sting Services Bob Boyle Hansan Centex East 15102 East Indiana Avenue. Spokane, Washiogton Ve,radale, Washington 99037 Field Rcpwrt il: 47 Page 2 of 4 Qensity Std: 49989 Moisture Std: 10518 Techniciao: Aaron Graham DaLe Locetion nepch sodow wet t4toisqae 96 ary Material Paomt Paaa or Rztest of [Yr TeSt 3G.IIevation IkasitY DmaitY 'Iype Compectioa Fail • No. No. West Bound Indiana (pcF) 1 5-2-01 STA:158+00 Asphat cAp 144.0 93 P 2 5-2-01 STA: 160+(}0 nvhac cap 141.7 92 P 3 5-2-01 STA: 162+00 a,pUc c,a►P 144.5 93 P 4 5-2-01 STA: 164+40 a*wr cAp 142.2 92 P ~ 5 5-2-01 STA: 166+00 avhdt caP 1413 92 P ~ 5-2-01 STA:158+20 nspwtcAp 141.6 ~ 92 P `1 5-2-01 STA: 160+20 nvuc caP 143.3 93 P 8 5-2-01 STA; 162+20 awwt caP 141.9 92 P 9 5-2-01 STA: 164+20 avhutcap 144.8 , 94 P~ 10 5-2-01 _ STA: 166+20 aV*Wat cap 142.5 ~ 92 P__ ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cvne Me,ihod ASThi D 1556-96 X Modified Proctar ASTM D 1557-98 Pfoctw a IA sWVIe ~ n~pfim nm olt. cw. Ma d=iry Moisnao dcaaity Class "A" AC 154.2 1 1 1 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Nat Comply With Specifications. NOTES: cc: ; ~ . • 3628 East Ferry ~ Spokane, WA 99202 NORTHWEST (509) 534-9711 Fag (509) 534-9755 , - ~ 0,00RT OF FIELD COMPACTION TESTS Date: 5-2-01 Projeci C-70-5000194 Client: Hanson Industries Projeet Description: Construction Testing Services Bob Boyle Hanson Ceater East 15102 East Indiana Avenue. Spokane, Washington Veradsle, WeShitlgton 99037 Fidd Report#1: 47 Page 3 of 4 Density Std: 49989 Moisture SW:10518 Techniclsn: Aaiun Graham Date LoCBtlan Depth Belaw Wec Maisiure 96 Dory Matoiel Paamt Pnw ar Raoest of DT Test sO. Elevation Dansity Deasity 'i~po compaction Fafl No. No. Esst Bottnd IncUana ipcn 11 5-2-01 STA:158+40 avwtcAp 142.7 93 P 12 5-2-01 STA: 160+44 Aqhtc cnp 143.1 93 P 13 5-2-01 STA:162+40 asowccnp 141.8 92 P 14 5-2-01 STA: 164+40 aspb*cAp 142.4 92 P 15 5-2-01 STA: 166+40 AVhdt cAP i 141.8 92 , P ~6 5-2-01 STA:158+60 nghdtcap 143.3 93 P ~0 5-2-01 STA: 160+60 asputcnp 141.4 ~ 92 P 18 5-2-01 STA: 162+60 nsomh caP 143.5 93 P ~ I , . ~ ~ _ , X Nuclear Method ASTM D 2922-96 Standazd Proctor ASTM D 698-98 Sand Cone Method ASTNi D 1556-96 X Modified Proctor ASTM D 1557-98 Pi+oceor # Cab sampk # Dmaiptioo . mmc opt ooa Max deasiry Moiance d=ty Class "A" AC 154.2 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: , . ~ ~ ~ . 4oa, ~ I' 253_3A ~ QQpINARY HtCrl n.ea t1 uN 4C I WATER MARK PIAT 901A10ARY a~..~~~,,,. 4 • +,f y~ ~ , ~ . , . a> `,,'•^,;,;r , R.R. RIGNT OF WAY . Ittt#3 N11jM ~st.ylta ~ r,r itM HANSON TER EAST 9 , ~ . ~ ►n+ ~ ~ 6 x. 3531 nz RESERVEO FpR ~ 45313 k~ FuTuRE uFr srnnor, . ~ . ~ ~a+~ 2 ~ ~ ~no ti, ♦ 'Q'n ~P ~ " . ~ ~ , ~ ~n~,;; E ~ $ 9 ~ "...-iw~s►° 12 ~ ~ • ~ . ~~M...~--~`'~ it - . . r. PtA? BOUNOARY . . . . • ° µ , . ~ oao rs ~ V . . ~a ~ . . job c. - ~ _ ~ast ,,,Son center ~,7 . ~ _ - ~ Fi~ld Repo ~ - . TN'~ES1 ~j a' 1 ' , ~ No Qate' ~ ~ " - ~ ~ East Ferry p2 Page 3628 .A 99~ ,,..,,►~ane, W . ` e ' s►Tr NORTHWEST ~ ' DAILY FIELD REPORT , Proiect Informadon Project Name: Date: Hanson Center East 5/3/01 Pro3ect No.: Report No.: c-70-sooo194 48 Weather Arrtval Time: Departure Tlme: SunnylWarm 50° 9:25 10:00 aient Local ReptBSentaWe! phone ntxnber Hanson Indusbries, Inc. Bob Boy1e General Contractor: site Repr+esentadve l phone rnunnber Continental Contractors Rick Subcontractor STI Pmjed Mar►ap / phale number Bruce Howard 509-5U-9711 Page No. of 1 3 Manpower and EquipmeM Ussd F'reld Observations ' Arrived on site upon request of the Contractor. Finished ACP testing. Perfromed (2) marshall density tests. Both tests passed Q 92%. Test locations are STA: 164+60 and 166+60. Also observed TV in SS main from MH 5-4, main is 18" pipe. Span of manholes was 325' which line was free of debris. Small amount of water pool up in tunnel at mouth of MH 4. STI Field r entative Contractor's Representative THIS MENT AND ftEFERENCED ADDFNDA ARE TO BE OONSIDERED PREUMINARY UNTIL fEVVED qND SIGlVED BY THE STI CONSTRUCTtOfV ENGINEER AND/OR STI , CT. - Sr ~ 4Rewed by Date S ojeet Manager Date Comesportding Deficiency Report No: 3628 East Ferry . Spokane, WA 99202 ~`rff NORTHWEST (509) 534-9711 Faz (509) 534-9755 ~~~-ORT OF FIELD COMPACTION TESTS Dste: 5-3-01 Project C-70-SO00194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spokaae, Washington veradale., washingC(M W037 Field Rcport 48 Page 2 of 3 Dcesity Std: 49989 Moistnn Std: lOS 18 Techaicisn: Aaron Graham _ _ _ - - _ _ ! - Datr. I..oq110n DWth Hotaw Wa Maastm % Dry Mataial Paoonc Pass ar RcWxt of DT Teg SO. Elcvation Dmaity Deosicy 'iypo Compectioa Fail No. No. East Bound Indian» Avenue (rcF) 1 5-3-01 STA: 164+60 asphatt cAr 141.1 5.8 92 P I ~ 2 5-3-01 STA 166+60 A*tc cnp 142.1 5.8 92 P u I ti _ _ . ~ t X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D l 556-96 X Modified Proctor ASTM D 1557-98 Pnxs)r 0 IA smve # am OPL ew. Max aomy Moixwm aamey Class "A" AC 154.21 e r • l. Fill P. Test Results Comply With Specifications. 2. F. Test Resutts Do Not Comply With Specifications. NOTES: cc: /l \ 1 , ; • + / / • ~j J~ . i / i ~ / f 400' 2533J ya ORDiNARY HIGN ' WpiEH MARK MM ~ ~ "h#d $7. t / a ~ PLA7 DARY , _ ~ ^ r . ' .w.,wr. r........ ,~.«y ~ Z ~ ~ Yn1tIx11yuq.~ r .t ~ . Ji 7 ~ ` * . R.R. RlC11T OF WAY . YHOa uN/4A 137.yt4,9 HANSON TER E~-ST 35~~ $ ~nz : I~ f~ RESERVED ~ 9 FOA _.t t 45'~ ~y ~~►tE uFr sTanaa 2 . , , ` i ' 3 ~ ~ ~a+lsn x, ~ . . . . 5 6 m"#' w ~ ~,7 ►~no 13 . . , ~M ~ 7 8 g .•t.~"" ""`'~A~ 12 ' • DIAT 90UMOARY . ~ ~ . , _ _ D C;-7Q Jo .so # _ ~ast _ ",nson Center n , . - , o~# F►e1d Rep ~ N~R1H~E5~ pate+ / e P a 8 EaS~~Fe02 ~ _ 3~Zne,'~A 9~ S77NORTH WEST ~ DAILY FIELD REFORT Proiect Irtformaaii~on Project Name: Date: Hanson Center East 518/01 Fnojed No.; ReW Pto.: C-70-S000194 49 VYe-aer A*al T'ane: oepafiue rime: Sunny - 65° 11:30 12:45 Giert Locai Representative 1 phone number Hanson Industries, lnc. Bob Boyle General Co*actor. Site Rpmsertatlve / phone rwmDer Confinental ConVactors Rick Subconftctor STI Projed Manager / phone number Bruce Howard 509-534-9711 Page No. oi 1 .1 J MBRpOM18f aftd Equ1p1@!1t USed ' Fietd Observatlons Inspected MH 1-5. MH 4 future 18" sewer main has some gravels and stapant water aad some large rocks. Approx. 3 1%2" diameter. MH 4C has (2) unplugged step rung boles. Some small gravels thru MH 1-5. All pipe connections have beea grouted. ~ STI Fiel epresentative Contractor's Repre,sentative THIS DOCUMENT MW REFERENCED ADOENDA ARE T0 BE CONSIDERED PFiE I NTp. REVIEYVED AI~D SIGNED BY TFtE STI CONSTRl1CT10N ENGINEER AIJDJOR S MANAGER. Q ~ R iewed by Date STI Project Manager Date Comespvnding Deficiency Repart No: NORTHWEST ~ DAILY FIELD REPORT w ,...r.....~ ,w~ - Pnoiect Irrformation Project Name: Date: Hanson Center East 519101 Project No.: Repat No.: c,70-so00194 50 weathff Ar&d rm: oepaftm nme: Sunny - 60° 10:00 10:30 Cdient: l ocai ftepne,sentative I phone nwnber Hanson Industries, lnc. Bob Boyle Goneral Corttrador Site RWmMative ! phone numbet Continental Contracfiors Rick Clifton Subcontracor STI Project Manager I phone number 8ruce Howard 509-534-9711 Page No. of 1 1 Manpower and Equiprtmrtt Used Field 05servations . ' , - T.V. crew viewed MHs 4 & 4A. SS main was satisfactory clean. Camera crew was stuck at MH 4B due to electronic malfiinction (computer/video playa). ~ , ~ STI Field resentative Contractor's Representative THES DQWMEN7 AP1D REFEfENCED ADDENUA ARE TO BE CUNSIDERED PRELBuIINARY UNTIL RPVfEYVED AND SiGNED BY TNE STI CANSTRIJC f IQN ENC,INEER ANiDIOR STI E MANAGER. ~ a/ s2LOJ 4iewed Date STI Project Manager Date , Comesponding Deficiency Report No: SM NORTHWEST ~ DAILY FIELD REPORT Proiect Informaaton Project Name: Date: Hanson Center East 6/1/01 Project No.: Report No.: C-70-S000194 51 Weather Artival Time: Departure Time: Cloudy/windy/rain 3:15 5:30 Ctiert: local Representative 1 phane number Hanson Industries, Inc. Bob Boyle GenerW Contractor: Sfte Represerdaave 1 phone number Continental Contractors Rick Clifton SuboonUaft STI Projed Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 - Manpower and Equipment Ussd (1) Caterpillar grader, (1 )single drum roller, (1) Kenworth water truck, (3) operator Field Observations Arrived onsite per contractors request. Performed density test's on left hand curb and gutter subgrade `between STA: 167+00 to 185+00. Contractor watered and compacted ahead of field density testing. Results ranged from 95% to 97%. See attached for test results aad locations. STI Field Representative Contractor's Representative TH1S DO(x1MENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PREUMI UNTIL REVIEVIIED AND SlGNED BY THE STI CONSTRUCTION ENGINEER ANDJOR STI PROJ MANAGER. 61 zl e ~ - I _L ~ Reviewed by Date STI Project Manager Date Comesponding Deficiency Report No: ' - ' 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534•9711 Fag (509) 534-9755 l-,\DRT OF FIELD COMPACTION TESTS Date: 6-1-01 Pro j ect C-70-S000194 CUent: Hanson Industries Project Description: Construction Testiag Serrrices Bob Boyle Hanson Center East 15102 East Indiana Ave,nue. Spokane, Washington VeCadale, Washington 99037 Field Report 51 PAge 2 oi 3 Qepsity Std: 49531 Moistare Std: 10486 . Technlcian: JeffHartman Daie I,ocation nepth Bdow wa moiswm x o,y motaat pemene Paw or Raegc ofDr Test sc3. Flevsbion Dadty Density Tj+pe Compwion Fei1 xo. NO. (PcF) 1 6-1-01 167+50 Left SG 141.5 5.0 134.7 1 96 P 2 6-1-01 168+50 Left SG 142.8 4.4 136.8 1 97 P 3 1 6-1-01 170+00 Left ~ SG 142.4 ~ 4.5 136.2 1 97 P 4 ~ 6-1-01 171+50 Left SG 140.6 5.2 133.7 1 95 P 5 ~ 6-1-01 172+50 Left SG 140.6 4.2 135.0 1 96 P 6-1-01 174+35 Left SG 139.1 4.3 133.4 1 95 P ~--z~ 6-1-01 175+70 Left SG 141.7 4.6 135.5 1 96 ~ P ~ 8 6-1-01 177+60 Left SG 137.9 ~ 3.7 132.9 1 95 P 9 6-1-01 179+75 Left SG 138.7 3.7 133.8 1 95 P p 10 6-1-01 181+45 Left SG 139.6 4.6 133.4 1 95 P 11 6-1-01 183+05 Left SG 138.7 3.9 133.5 1 95 P 12 6-1-01 184+80 Left SG 142.0 4.5 135.9 1 97 P I L X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Saad Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 ProcXOr# l.ab s,m*a # Descdption mu opt ow. Max dmtitY Moisturo dasdty 1 151 Gravelly Silty Sand 139.0 6.5 1 YO.~ 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Compty With Specifications. NOTES: David C. Lehn Laboratory Supervisor • ~ in : 40, ~ i~ . c~,~ ~ s c0r 3 ~ ~253~ pRpIN11RY HIGH YN i WATER NARK P't.AT BOUNOARI' •ra':c.a- ..r., ......-J~ii ~ , /j J ~'~1~ 1 ' ! / ~ r~, ~ ~,s. xuum,n, ~ ~ .....-,.i. , r uHya ~aNa n*` 2 ~ R.R. RiCHT OF' wAY HANSON , O ENTER E~ST g ~ ~ . ~ , ~ ~ 5 6 ~ 3531~ ~4 , RESERVED FOR MH*12 ~CJ~1I 4i fUTURQ UfT STAiION YHf11 M4n ets s+ umflo 13 6 , ~ 7 8 •~~_w,,r~~• ' - ; . 12 h_. , ~ ~~r , ; . . . ~ , . , 4. F ~ . . PLar eouxoARY~ . . ~ ~ ~ . ` . ' 19Q jot) , . Ceinte Na~S°n 1eld Rep°~' . . . wES~ ~ ~ - , t NpR~H ' Date~ ja..-j page FeZ102 62$ East ~ ~ VVA qookane, L ' STI NORTHWEST ~ DAILY FIELD REPORT ; ~..._.,.....r . Proect Infrnmation . Project Name: Date: Hanson Center East 614101 Project No.: Repart No.: c-70-so00194 52 Weatfier Arrfval Tfine: DeRarture T~ne: RainylWindy 11:00 12:00 aient Local R4r+eserttative / phone number Hanson Industries, Inc. 6ob Boyle Gemw C**ada; Ste Representatim I phone number Continental Contractors Kick Clifton Subm*aft STI Rrojed Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used N/A - Contractor personnel not present. Field Obsenrabom ~ Arrived on site per Contractor's request to test compaction of curb and gutter base material. Contractor used screened native material as curb and gutter base. Using an ST'I proctor of 140.5 pcf, passing tests of 95% were achieved on the south side of Indiana Avenue from STA 166+00 to STA 189+00. ~ ~ STI Field R es~entative Contractor's Representative TH1S DOCUMENT NVD RfFFRfP1CE0 ADaENDA ARE TO BE OONSIDERED PRE Y UNTR- REVIEVYEO AND SIGNED BY THE STI WNSTRIlCTION ENGfNEER APID/OR S P ECT MANAGEft. ~ 6/7(~ Reviewed by Date STI Project Manager Date Corresponding Deficienc,y Report No: ► 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Faz (509) 534-9755 - , -,:DRT OF FIELD COMPACTION TESTS Date: 6-4-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spok.ane, Washington Veradale, Washing,ton 99037 Field Report 52 Page 2 of 3 Density Std: 2191 Moistnce Std: 680 Tec6nician: Tim Johnson ~ DatC I.OCat1011 Depth Bdaw Wat MoisNro % Dry Material Percont Pess or Ratest of D7' 11 Tcst S(3. flevsdan Daosiry Dmsity Type Campaction Feil No. No. (PCF) ~ Indiana - south side . 1 64-01 167+00 0' 141.2 4.2 132.9 1 95 P 2 64-01 169+00 0' 143.2 6.1 135.1 1 96 P 3 6-4-01 172+00 0' 146.4 6.7 137.2 1 98 ~ P 4 6-4-01 174+50 0' 142.7 5.7 135.0 1 96 P ~ 64-01 176+50 0' 145.4 . 5.5 137.8 1 98 ~ P 6-4-01 ~ 179+50 ~ 0' 138.6 4.3 132.9 1 95 P 7 6-4-0 1 182+50 0' 141.2 4.5 135.1 1 96 P 8 I 6-4-01 186+00 Oi 142.4 4.9 135.7 1 97 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 . Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Pfocw l.eb ssnople a nwxr+puon am 91* ww. r~ de=ty MaLtue de=ry 1 ~ 584 Gravelly Sand 140.5 ~ 7.4 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Da Not Comply With Specifications. NOTES: cc: ~ 1 . ~7 ~ 1n : 4OU ~ ; ~ I 12533 ..+~r ' b . • - 01- / W ORDtNARY HtCH MHP4C WAIER MARK • PU1T 80UNDARY ~ `~L' Mtm;mRqy~'~{ . . ~.w....r~..wr~w.. n«.Wn.~~. - r { S, ~ ~YRC ttt. ~ I R.R. RICHT OF WAY 1~ M+,+A 2 t 0 HANS4N TER E~ T x 5 9 135311 & ~ ~ 6 7 g H112 ~ ~ ~ 1 aESERVEp FCR A~ 4CJ~~ ' N1URt" Ui7 51ATION ` j ~ 2 , uHro . . . 5 um ? a' ~ 3 \ \ ~ . r 1 8 g ~b ro 12 PLA1 BOUNDARY . . _ . s . , . o. ,J obc-7 / • ~ (,enter . ~ "anson d Report # - . _ - Fre1 / ~ .~~~EST . 6 r~ . . ~ N~ Date • ~F ~ , ~ T e , Fe~02 pa ~ 362 ~p 99 - Qnokane, ~ _ ~ STI NORTHWEST ~ ~ DAILY FIELD REPORT Prviect Irtfortnation . Project Narne: Date: Hanson Center East 6/6101 Project Plo.: Report No.: G70-S000194 53 Weather Arrival Time: Ueparture Time: Overcast - 54° 8:00 11:15 qient Local Representative 1 phon$ number Hanson lndustries, Inc. Bob Boyle General Contractor. Site Repr+esentative 1 phone number Continental Contractors Rick Clifton Subcortraftr STI Pmject Menager ! phonee number Bruce Howard 509-534-9711 Page No. of 1 3 - Manpower and EquipmeM Used (1) Comaco cwb machine, (1) Ford 2 ton, (1) Kenworth flatbed, (1) operator, (4) laborer F'idd Obeervatim ~ Arrived on site per Contractar's request. Observed placement of cwb and gutter placed on Indiana Avenue (narth side), STA: 160+50 to STA: 187+50. Contractor also placed curb and gutter on Indiana Avenue (south side), STA: 188+79 to 160+50 pulled sample of mix #321112 midway through 5th 10 cubic yards placed. Performed concrete test's on sample and cast 4 cylinders. See attached for test results. VMW/ STI Field Representative Contractor's Representative THiS DOCUMENT AND REFERENCEO ADDENOA ARE TO BE CANSfDERED M[NARY UNTIL REVIEWED AND S!G{VED BY THE STI CONSTRUCTION ENGINEER AND/0 I PRQIECT MANAGER, Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: . PROJECT:_E2 V-~ ~14.57 PROJECT No.: C-_-D-S~Qoe)19 ~ REPORT No.: ~ jWTI NORTHWEST DATE: &-(v - Q/ TECH: ew 3628 E. FERRY SPOKANE, wA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA , BATCH DATA CONCRETE SUPPLIER MIX Na: DATE OF SAMPLE TRUCK Na: ~J TM'IE OF SAMPLE TICKET Na: wEaTHERvrEMEP sacxs cEmErrr i c.Y. ~~?S SAMPLE TYPE _ Z Gr YL TYPE C'EMENT srRUCruxE TYPE ~W2~4 ~ 6617rl~X sAmcg TWE sarrrLE LocwTIox /-#,o /~ill~ AllE. Errn pi..AcEMEivT Tn" /l/D R7-9 SI DiP S7-4s nnMIXTUREs TOTAL CUBIC YARDS PLACED MAX AGGRTGATE SIZE Y~~ 3AMPLE TAKEN FROM /D C.Y. o! SD BATCH WATER (lbs) I 77,S~ ' Con Boz WATER:CEMENT RATIO Notes: DFSIGN STRENGTH ~ mD ^j FIELD TESTING DATA TEST RESULTS SPECURD VALUES ~ SLUMP (1/4 in.) [ASTM C 1431 CONCRETE TEMPERATURE [ASTM C 1064] AIR CONTENT (0.1 [ASTM C 231 ] `7'~ 7 ! ~ • ~ • 0 ± ~ WATER ADDED (gal) WATER:CEMENT RATIO , LABORATORY TES'I'IING DATA LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE C 3cla 6/ia, 6-t;-ol 7 6~ . f~ 7- f-o ~ ZY ~ ~ 7-Y_o1 20 . . SAMPLED BY CHECKED BY REVIEWED BY ASTM C31,C39,CS11, 617, 1231 O\STnL~1B\FORMS\ ONCR REPORT V2.0 3/00 .1. , . ` . ,t\~~J 1n ! 40U ~j " ' • AE F12_5 33 s~ , ~ pRDINARY NICH YH WATER MARK ~ 04~ a4 ~ IAd~ * PU1T BOUNpARY l , ~ •~.s;,,., R.. mGMT oF~w„_ UH13 AtH11A(13'1.01.1 H S4N TER EAST - 13R , S3 ~ g ~ `,~~•i ' ' ~ ,a, ~ ~ 5 6 7 . 8 n .1.....~~ C13531~ RE5ER1~E0 FOR t~tt 2 3FUNRE UPT STAAON 451 F~~, 41, W+IBA -'ti 14 ~._V . ~ n c~L u►►ro , ; g 6 r 13 . ~ ~ ~.,,,,,t, 7 ~w~e ' - . 12 ~ {t~ . w ~ ~J + ~ . . ~ ~'jv " " ' . PLAT gOUNDARy ^ • ~ ~ , • . " . ~ 19Q _ woSp C-70 301) # . r east . Ce~ e 5,~# , '3 - Field Repo - ~ a ~ast.Fe'~02 page . , . - 36 ane,'~A cnnK _ i NORTHWEST ~ ~ DAILY FIELD REPORT Prniect Informabon Project Name: Date: Hanson Center East 6/8/01 Project No.: Report No.: c-70-so00194 54 Weather Anival Time: Departure Time: sunny - 65° 11:00 11:30 Giertt: Local Repnesentative I phone nuanber Hanson Industries, Inc. Bob Boyle General contractor. site Repmentawe I phme nurrftr Continentai Contractors Rick Clifton Suboontrada STI Projed ManW / pfwne number . Bruce Howard 509-534-9711 Page No. of 1 2 Manpowef and Equipment Used (1) loader, (1) grader, (1) water truck, (2) personnel. Fied Observations ~ Arrived on site per Contractor's request of contractor to test roadway subgrading on Indiana Avenue. ` ~ J! ~ Due to the extremely rocky nature of the native soil, it was impossible to use the Auclear densometer. Using a steel probe, approximatety every 200 feet, the soil appeared extremely firm and uayeilding. Observed contractor compacting soil and applying water. ♦ XSTI Field Representative Contractor's Representative TH1S OOCUMFNT AND REFERENCEO ADDENQA ARE TO BE CONSiDERED PRE Y UNT(l. REVIEWED AND SJGNEO BY THE STI COMSTRUCTION ENCl1VEER ANQ/OR S ECT MANAGfR. lo, 9/~/ 4L 6/, ~ i ; Reviewed by Date ~ STI Project Maaager Date Corresporafing Defiaency Repart No: . ~ • ' ~ - 400, ~1253- , . ~ pRO1NARY NIGM it uH y WATER MARK t 1~ S~ ea~te,~ s~.r a yN E 14 PUT BOUNpARY ~ M1~ •~~~u`1 "`~..^.1tt4YytyLCJ111F.1' tt~ ' ~ •...w. rw..,w......~a w . . r. , .1~~/ RR. RfGHT OF ~ a►1~- wHf 4A ~v. um ; HANSON TER EAST g ~ ~ ` i`"..._~""' ~ p0. ~ 4N # 14 $ fi $ a. i , f 31 2 ~'`I ~ ~•d ~ 45~~ 35 Nnrae i~i ~sT°an~ z ~ . 3 ~ ` ~ ~ µ ' . „ 1 1 u • - , , , ~ 6 7 13 9- 12 . ~ ~ ~ ` . . ~ . - . , r ~ Pl.l+T 80UNOARY . ^ ~ ~ ~ . . . . " , ~ • - ~ , ' , _ - .~a•S~ . 3ob , ~ ~ "E~►st . Center ,,,son _ ,t# , ~ . po M ~ 0 . FieW Re~ ~ .~HwES~' . ~ f ~ NpR . pate • . Or. ~ . ! ~ry page 628 East.~ g9~02 ~ 3 VNA . ~ooka~e, _ , ~ . NORTHWEST DAILY FIELD REPORT Proiect Information Project Name: Date: Hanson Center East 6119/01 Project No.: Report No.: C-70-S000194 55 Weather Arrival Time: Departure Time: sunny/hot 3:00 4:30 Client: Local Reptesentative / phone number Hanson Industries, Inc. Bob Boyle General Contractor: Site Representative I phone number Continental Contractors Rick Clifton Suboontractor STI Rroject Manager / phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment Used (1) single drum roller, (1) grader, (1) water truck, (1) double drum rol ler, (1) flat bed work truck, (11) gavel trucks, (16) personnel. . Field Observations _ Arrived on site per Contractor's request to test compaction of "base course" (1 1/4"f) on Indiana Avenue. Using an STI proctor of 135.5 pcf. and a standard of 95%, tests were taken on the right side of Indiana Avenue. Several areas failed compaction. The last 300' of roadway was not ready for testing. Contractor requested a return on the 20`h for additional testing. ~ n STI Field presentative Contractor's Representative THIS DOCUMENT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PRELIMI ARY UNTIL REVIEWED AND SIGl~lEO BY THE STI CONSTRUCTION ENGINEERANDJOR ST ECT MANAGER. Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: • - 3628 East Ferry Spokane, WA 99202 JFT,ff NORTHWEST (509) 534-9711 Fax (509) 534-9755 . 1 ~ ~)RT OF FIELD COMPACTION TESTS Date: 6-19-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spokane, Washington Veradale, Washington 99037 Field Report 55 Page 2 of 3 Density Std: 48643 Moisture Std: 10481 Technician: Tim Johnson TeSt Date Location Depth Bdow Wet MoisNre % Dry Density Materiel Percent Pass or Retest of DT N0. SG. Elevadon Density Type Compnction Fail No. Indiana Avenue (rcF) 1 6-19-01 169+00 +5" 138.0 7.0 128.9 1 95 P 2 6-19-01 173+25 +5" 132.0 9.0 121.2 1 89 F 3 6-19-01 176+00 +5" 145.9 7.1 136.3 1 100 P 4 6-19-01 179+00 +5' 134.8 6.5 126.6 1 93 F ~ ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Prodor # Lab Sample # Dtscription mac opt corr. Max density Moisuue densicy 1 449 CSBC 1 1/4"± (Poe Asphalt) , 135.5 7.6 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: (0190J( David C. Lehn I l •1 • , Laboratory Supervisor . ~ , ~ ~ 40V ' I 1 ,1 12533, ORDINARY HICSFI WI [ WATER MARK ~J t ~4 ea a., ar ~~a+ r MHBt ~ u, a, ~ / i PLA1 BOUl4pART f' 1 ~ ~ "~~1XtM1f~k~r ryl1 I ^ ' ' I M"13 t!Zd MAN$0 ,ST f~~ ~ ~ ~'y'«wv^,~. ~ ~ `t~ ' r a 9 ~ri.~.r;,,.......~ .;1 3531~ Et 4~, ns~vFn voR 453~ . FuruaE uFr sranoN . , 1 umnl 133 t" , 4 ` +a+mA 0 ~ 13 7 $ 12 ' w,.... • ~ job _ . ~ East ~ _ (;entef . , . , d Repo # , ~ F1e~ ci ° ~ ' - RJH'NEST . z , No pate. _ or - + . . - St Fe pa'~e 62a Ea 9g~02 ~ ~ Saokane' WA . r r i NORTHWEST ~ STI ~ DAILY FIELD REPORT . . . - - Proiect Irtformation Pro}ect Name: Date: Hanson Center East 6/20/01 Project No.: Repoit No.: c-70-so00194 56 Weatfier Arrival Time: Departure Tlme: sunny/hot 7:00 10:00 Gtent: l.ocal Representativ8/ phone numba Hanson industries, Inc. Bob Boyie General Cmtacfor: Site RepresentaNe / pAone number Continental Contractors Rick Clifton Suboontrada STI Projed Manager I phone number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and Equipment lked (1) grader, (1) water truck, (1) single drum roller, (1) double drum roller, (1) flat bed truck. Fieid Observatim Arrived on site per Contractor's request to test compaction 4" of base course. At the time of my arrival, contractor was performing eompaction of base course. Ro-tests of failed sections from the previous day using an STI proctor of 135.5 pcf.; gave passing results. Additional tests of the right side of the roadway were taken at areas that were not reasy the previous day. Compaction tests were then taken on the left isde of the roadway and to pass. See attached sheets for results. , A TI Field resentative Contractor's Representative THJS DOCUMENT AND REFERENCEO ADDENDA AR£ TO BE CONSlDERED PitEUMINAitY UMIL REVIEWED AND S{GNED BY THE STI CONSTRllCTtON ENGINEER AND/OR ST[ ECT MAAWGFR. _ 1~17s-/ 6tlz S-/ ~ Reviewed b Date STI Pro'ect Mana er y ~ g Date Corresponding Deficienc,y Report No: s ` 3628 East Ferry Spokane, WA 99202 rl NORTHWEST (509) 534-9711 Faz (509) 534-9755 , ~ . ~ L'ORT OF FIELD COMPACTION TESTS Date: 6-20-01 Project C-70-S000194 Cfient: Hanson Industries Project Description: Construction Testing Services Bob Boyle . Hanson Center East 15102 East Indiana Avenue. Spokaae, Washington Veradale, Washington 99037 Field Repart 56 Page 2 of 3 Density Std: 49025 Moistare Std: 10529 Technician: Aaron Graham DBte IACSL1411 Dopth Bdow Wat Moisture % Dry Materiel PCMMt Pass or Retest of DT Test $a.IIevation Density Dmairy 7'ypo ConVaction Fail No. No. Indiana Avenue (PCF) 1 6-20-01 173+00 ri*ht 4 149.3 6.8 139.7 1 103 P 2 ~ 6-20-01 182+50 right ~ 4 141.8 6.3 133.4 1 98 P 3 ~ 6-20-01 185+00 right 4 ~ 139.2 6.5 130.7 1 96 ' P 4 ~ 6-20-01 168+OOleft 4 ~ 142.7 ~ 5,.5 ~ 135.2 1 100 P 5 ~ 6-20-01 170+5Oleft 4 ~ 141.3 5.5 133.9 1 ~ 99 P 6-20-01 173+00 left ~ 4 136.3 5.9 128.7 1 95 P ~ 6-20-01 176+5Oleft 4 138.0 6.8 ~ 129.2 1 95 P ~ 8 6-20-01 179+OOleft 4 140.3 5.3 ~ 133.2 1 98 P ~ 9 6-20-01 ~ 181+751eft 4 138.9 ~ 5.7 ~ 131.4 ~ 1 97 ~ P' 10 6-20-01 183+5Oleft 4 143.8 ~ 4.5 137.6 ~ 1 102 P ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556r96 X Modified Proctor ASTM D 1557-98 rroctor # tab saWie a nescripfion m3X Mc. ew. Max dmsiry Moisture density 1 649 CSBC 1/4"f (Pce Asphalt) 135.5 7.6 ~ 1. Fill P. Test Results Comply With Specifications. " 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: , . Cr David C. Lehn Laboratory Supervisor ~f , ~ ~ . _ ' 40a, rj-2533~ ,.r~~~ 3,~ QRDtMARY HiCil UN ` WATER MARK ` MM148 si 1 . -o PLAT @OUNOART ~ ~r. . 4;..,., n,•,, _ ~ ~1~1~y,_ . / 1 ~ •M~,yr~,,."~\ _ A / K.K.,~,~__ S f , . ~ 3CL ~f' MFA ` ae , ~ R.R. RtCH1 OF WAY . a, mHy3 UHµA(eayi..s ~ Z ` ~ 05 1% Q MANSON TER EAST ~ r`: ` ti ~ ~ mm 7 ,g WHI12 ~ 3 ~1353~ RESERVEO f_; OR I/ ~ 14 C, ~ FUTURE UFT STA(IQN ~ I ~ 2 L 4,° ~ 1 bl/11 ~.11~ ~ ~ ~t .'~,•~.,_,w~, _ ...~,..r ~t .i . ~ 4 i 1 4 ~ w+PGA ~ ~ 5 u"#7 umro 13 . X ~ . g 12 - - • . . , . ~ M. • , PUT BOUNOARY " - ~ ~ ~ M ' . . y _ . ~ .So . , . &.10 job _ Centef , "ainson ~ - _ teld Report sj N~R j,,qfg Ce pF ~ ~ $ East Fer~02 Pa9 ~ 36ane~ VqA ~ ~9 ' ASTI NORTHWEST ;DAILY FIELD REPURT , Proiect Information . Project Name: Date: Hanson Center East 6/21/01 Project Mo.: Repart No.: C-74-S000194 57 Weather Arrival Time: Departure Time: sunny - 85° 2:30 4:00 Cliffit Local Repmentative ! phone nunber HansonIndustries, Inc. Bob Boyle General Contractor: Site Represmtative I phone number Continental Contractors Rick Clifton Subcontraactor STI Ptqed Manager / phone number 8ruce Howard 509-534-9711 . Page No. o# 1 3 Manpower and Equlpmertt Used (1) CAT 140G gader, (1) BOMAG BW 202 AD roller, (1) IR SD 70D roller, (1) water truck, (1) flat bed truck, (5) persannel. . Field Observations Arrived on site per Contractor's request to test CSTC compaction. Several informarional density tests ~ revealed an approlcimately compaction of 90-92%; an STI proctor of 137.7 Fcf was used as a standard. Contractor re-rolled the roadway back and forth on deep vibe in approximately 200ft. sections on the left half of Indiana Avenue. Testing revealed a compactive effort at or above 95%, ecept for an approximate 200' section centered on 172+00; this area failed. Inspector will return on 6/22/01 to re- test and to test the right side of Indiana Avenue. , ~ T. s,rz~Sh~rwv STI Field Representative Contractor's Representative THIS DOCU NT AND REFERENCED ADDENDA ARE TO BE CONSIDERED PREUMf Y UNTIL F2EVIEWED AND SlGNED BY THE STI CONSTRUCTION ENGfNEER AND/OR S P CT MANAGER. r , o, - 2so Reviewed bY Date . STI ProJ'ect Manager Date ComespoRding Deficiency Report No: ~ 3628 East Ferry Spokane, WA 99202 NORTNWEST (509) 534-9711 Fag (509) 534-9755 rf D OF FIELD COMPACTION TESTS Date: 6-21-01 Project C-70-S000194 Client: Hanson Iadustries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spokane, Washington Veradale, Wasbington 99037 Fieid Report 57 Page 2 of 3 Density Std: Moistare Std: Tec6niciaim: T'un Johnson - D8ke L.OCStiOn Dcpth Belmv Wa Moisdme % Dry Material Percmt Pass or Retes: of DT TeSt SCD. Elevation Deasih' DcnsitY TYPe Compaction Fail No. No. Indiana Avenue (PcF) 1 ~ 6-21-01 184+50 left ~ 9 138.2 5.0 ~ 131.6 1 96 ~ P 2 ~ 6-21-01 182+00 left ~ 9 ~ 136.7 4.5 ~ 4.5 1 95 P 3 ~ 6-21-01 180+00 left ~ 9 142.0 6.3 6.3 1 ~ 97 ' P 4 ~ 6-21-01 178+00 left ~ 9 138.5 5.5 5.5 ~ 1 ~ 95 ~ P 5 ~ 6-21-01 ~ 176+00 left ~ 9 ~ 142.0 ~ 6.3 ~ 6.3 1 97 ~ P 6-21-01 ~ 174+00 left ~ 9 ~ 139.2 ~ 6.1 6.1 1 95 ~ P 6-21-01 172+00 left ~ 9 ~ 137.7 ~ 6.6 6.6 ~ 1 94 F ~ 8 ~ 6-21-01 170+25 left 9 ~ 141.7 1 7.2 7.2 ~ 1 96 P ~ 9 ~ 6-21-01 168+00 left 9 ~ 143.4 6.9 6.9 1 ~ 98 P ~ 10 ~ 6-21-01 166+25 left 9 142.1 7.2 7.2 1 96 P X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor . ASTM D 1557-98 Procxor# Ub saVia a n~;p;~ nm OPL Mr. Max aensiry Maismm awsiri 1 ~ 634 CSTC - Poe Asphalt 137.7 7.1 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: ea'I'rl ; C/- David C. Lehn Laboratory Supervisor w ~ / ~ 1 4oV . 253-~~ ORDINARY MICF# Y~ .A YN WATER MARK uH ~ „t.. . PLAT 80UNDARY d 4.J' •r.Y.~t~~; . ...,~r,....~.lll i ~,1... ~ . . RR. RfCNT OF WAY uHO uM ~ HANSQN' NiER EAST T~. 9 ~ '--t ~.1353 S 1 RESERVEp cob~ 7 ,nA 1 FUTURE UFT STAT1pNFOR 453j ~ceQi 4f ~k,.'"~ il 11 I ~ y , wyr 5 6 ~n 1 13 g 12 ~ ~ , . . ~ ~ ~ . . ~~'Q ~ .M . ~ ~ ~ PUT BOttNOAR.Y , ' w L .S000j9 , . ~'0 C - 3ob ,,,son East . _ C;enter - tt # ~ ~ F1eld Rep° ~ ~ NOR-~H\NF-S1 j e; G~~ ot pF ~ . ► . Pa9e ~ ~ . 362a East F 9g 02 ~ ~n~~cane, VVA _ S r NORTHWEST ~ DAILY FIELD REPORT . ~ _ Proiect Information Project Name: oate: Hanson Center East 6/22/01 Project No.: Repwt No.: C-70-S000194 58 Weaft Arrival Time: Departure Tutte: sunny - 85° 12:30 1:30 Cifem: Local RQpnesentaSve / phone number Hanson lndusfies, Inc. Bob Boyle General Contacta: Site RepresentaWe ! phone number Continental Contractors Rick CI'tfton Subcontractor STI ProJed Manager / pfione number Bruce Howard 509-534-9711 Page No. of 1 3 Manpower and EquipmeM Used (1) CAT 140G grade,r, (1) BOMAG BW AD rollec, (1) IR SD 70 roller, (1) water truck, (1) flat bed truck, (5) personnel. . Fefd Obsewgldons ' ~ Arrived on site per Contractoes request to test CSTC. Tested the right side of Indiana Avenue using an STI proctor of 137.7. Results indicate the roadway passes a 95% compaction standard. A re-test of failed area at approximately 172+00 was taken and found to pass. Future roadway is firm and yeilding and passes the 95% compaction standard . ~ STI Field resentative Contractor's Representative THIS DOCilME T AND REFERENCED AODENDA ARE TO BE CONSIDERED PREUMI Y UNTIL REVIEVYED AND S!GlJED BY THE STI CONSTRUCTION ENGlNEER ANDJOR S PRO MANAGER. paj Q c ~ Reviewed by Date STI Project Manager Date Corresportding Deficienty Report No: ' 3628 East Ferry Spokane, WA 99202 JWTJ NORTHWEST (509) 534-9711 Faz (509) 534-9755 ~ ~ORT OF FIELD COMPACTION TESTS Date: 6-22-01 Project C-70-S000194 Client: Hanson Industries Project Descripaon: Constrvction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue. Spokane, Washington Veradale, Washington 99037 Fietd Report 58 Page 2 of 3 Density Std: 2204 Moistnre 3td: 664 - Technician: Tim Johnson Date L.ocation nepct, Bdow wcr Moiscure % n,y Matetial patene Fass or Reust of DT Test SG. Elevation Densiry Deosity Type Campnetioa Feil No. No. Indiana Avenue (pcF) 1 ~ 6-22-01 167+50 right 9 147.1 4.8 140.4 1 102 P 2 ~ 6-22-01 169+50 right 9 ~ 153.6 6.3 144.7 1 105 P 3 6-22-01 172+00 right 9 ~ 145.2 6.0 137.0 1 100 P 4 6-22-01 174+00 right 9 146.9 8.6 165.3 1 98 P 5 ~ 6-22-01 176+00 right 9 145.4 6.1 137.1 1 100 P 6-22-01 178+00 right 9 ~ 144.5 7.7 134.2 1 98 P 6-22-01 180+25 right ~ 9 143.0 7.3 133.2 1 97 P~ 8 6-22-01 183+00 right , 9 140.1 5.2 133.1 1 97 P ~ 9 ~ 6-22-01 185+00 right 9 144.4 6.0 136.2 1 ~ 99 P ~ 10 ~ 6-22-01 172+00 left 9 145.4 5.6 137.6 1 ~ 100 P ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proccor u tab s=Vlo f! nesaipaon amc opt Mr. Mzuc density Moisdue densiry 1 634 CSTC - Poe Asphalt 137.7 7.1 ~ ~ . 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: David C. Lehn Laboratory Supervisor ' • , : 40~ L2533 ~ V'„~ ' • yw~• rr~ I qR01NARY HIGM ~ um " IYAIER MARK P't,IIT 8t1UmpARY . ~*.r.!'r,»M,,;n_ u• ~ ::~:xcm~r, c +~3en+q~~I ~IIMiN~yyy .,.......,...r..«.« .....w....... ' ~,~.r'~ RR RtCH1 Of wAY . ~ I, UN HANSON TER EAsr 0~0., 5 6 7 8 M+n2 RESERVEO FOR ~453~ ' TURE I tCT STAiiQN z C.tJ N) ; ~I • ' - iE ~I• I, ~ti`~ ~ ~fi I ` ~ aar h r' /Q+► AM„np M"R 13 , y- 12 ~ _ . . . . . , . . , , . . I , , ~ • i° PtAT BOttNO~NtY ~ . „ ' ~ . - ~ a1gt job c..70-Soo _ . Center East . ~ Hans°~' - o - F:1eld Rep N°R 0F Page 8 EaSt~Fe02 ' gg 36Z yVp ~ S`►~ NORTHWEST .Q DAILY FIELD REPORT Proiect Information Project Name: Date: , Hanson Center East 6/25/01 ProJect No.: RepoR No.: C-70-S000194 59 . Weatltier Arrival Time: Departure Time: pardy cloudy/windy - 55° 8:30am 7:00pm Client Local Repr+esentative / phoRe number Hanson Industries, Inc. Bob Boyle General Contractor. Site Repneser►tathre! phone number Continental Cflntractor-s Rick Clifton Sub=trac#or ST1 Project Mmager 1 phone number Bruce Howard 509-534-9711 Page No. of 1 4 Manpower and Equipmerrt Used (1) paver, (1) CAT CB-434 roller, (1) BOMA6 BW202 AD roller, (1) flat bed truck, (1) tack truck, (8) tcucks with pups, (7) personnel onsite. Field Obseivations Arrived on site per Contractor's request to test and inspect 2", class "E" mix of asphalt placed on Indiana Avenue by POE Asphalt. Placeraent was from edge of exishng asphalt to end of project. Contractor made a total of 4"pulls". Each "pull" was approximately 16' wide. A total of approximately 1,965.5 torts was placed. Three samples were taken at 180+00 16-32' right, 172+00 0'- 16' right, and 172+00 16-32' right. The average of the total tests were 9 at 93% compaction effort. , STI Fiel Representative Contractor's Representative THIS DOCUMENT 0 REFERENCED ADDENOA ARE TO BE CONSIDEREO PRELIMINARY UMIL REVIEWED AND SIGNED BY THE • STI CANSTRUCTION ENGlNEER APID/OR STI ECT MANAGER. , Reviewed by Date STI Project Manager Date Corresponding Deficiency Report No: . ' 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Fax (509) 534-9755 S___)ORT OF FIELD COMPACTION TESTS Date: 6-25-01 Project C-70-S000194 Client: Hanson Industries Project Descriptlon: Construction Testing Services Bob Boyle Hanson Cente,r East 15102 East Indiana Avenue Spokane, Washington Veradale, WA 99037 Field Report 59 Page 2& 3 of 4 Dcnsity Std: 2238 Moistare Std: 675 Technician: Tim Jotuison ! - , Te.9t D8te LO(at10i1 Dapth Below Wa Muisnao % Dry Matcrial Pectmt Pass or Retest of DT NO. SG. Elevation Dmsiry . Denaily Type CoVection Fail No. Indiana Avenue cPM 1 ~ 6-25-01 186+50 24' +11" 143.2 1 93 P 2 6-25-01 184+00 32' RT +11" 140.5 1 92 P 3 6-25-01 182+00 32' RT +11" 141.9 1 92 ~ P 4 ~ 6-25-01 ~ 179+75 32' RT +11" 145.1 ~ 1 94 P 5 ~ 6-25-01 ~ 177+75 32' RT +11" ~ 142.4 ~ 1 92 P 6-25-01 ~ 176+00 32' RT +l 1" ~ 146.7 1 95 P 6-25-01 174+00 32' RT +11" 142.1 1 92 P ~ 8 ~ 6-25-01 ~ 172+00 32' RT +11" 147A ~ 1 95 P 9 ~ 6-25-01 169+50 32' RT +11" 148.9 1 96 P 10 ~ 6-25-01 166+50 24' RT +l 1" 146.2 ~ 1 94 P 11 6-25-01 186+00 8' RT ~ +11" 144.7 1 93 P 12 6-25-01 184+00 8' RT +11" ~ 143.4 1 93 P 13 ~ 6-25-01 182+00 8' RT +11" ~ 145.2 1 94 P 14 6-25-01 ~ 180+00 8' RT +11" 148.0 1 96 P 15 , 6-25-01 ~ 178+00 8' RT ~ +11" ~ 143.3 , 1 , 93 , P 16 6-25-01 ~ 175+75 8' RT +11" ~ 141.7 ~ 1 92 P _ 17 6-25-01 ~ 174+00 8' RT +11" ~ 146.4 1 95 P 18 6-25-01 ~ 172+00 8' RT +11" ~ 145.6 1 94 P 19 ~ 6-25-01 ~ 170+00 8' RT +l 1" 145.5 1 , 94 P 20 6-25-01 ~ 168+00 8' RT +11" 144.9 ~ 1 94 P 21 6-25-01 187+00 8' LT +11" 142.7 1 92 P 22 6-25-01 185+00 8' LT +l 1" 149.1 1 96 P 23 ~ 6-25-01 183+40 8' LT +11" 147.7 1 95_ P 24 6-25-01 1 S 1+00 8' LT +11" 147.9 1 96 P 6-25-01 179+00 8' LT +11" 144.3 1 . 93 P 6-25-01 ~ 177+00 8' LT +11" ~ 147.7 1 95 P 27 6-25-01 175+00 8' LT +11" 143.9 1 93 P 28 ~ 6-25-01 ~ 173+00 8' LT ~ +11" ~ 141.3 ~ ~ ~ 1 91 F ~ . • ° 3628 East Ferry Spokane, WA 99202 NORTHWEST (509) 534-9711 Fag (509) 534-9755 6-25-01 171+00 8' LT +11" ~ 144•7 1 ~ 93 ~ P ~ 30 ~ 6-25-01 ~ 169+00 8' LT ~+11" ~ 141.0 1 ~ 91 F~ 31 ~ 6-25-01 ~ 167+00 8' LT +11" 143.4 ~ 1 ~ 93 ~ P ~ 32 ~ 6-25-01 186+50 24' LT +11" 144.6 ~ 1 93 P 33 ~ 6-25-01 184+50 24` LT +11" 144.4 ~ 1 93 P ~ 34 6-25-01 182+50 24' LT +11" 141.9 1 91 P ~ 35 6-25-01 180+50 24' LT +11" 144.8 . 1 94 P ~ 36 ~ 6,25-01 ~ 178+50 24' LT +11" 144.7 1 93 P 37 ~ 6-25-01 ~ 176+50 24' LT _+11" 143.7 1 93 P 38 6-25-01 174+50 24' LT +11" 143.4 1 93 P 39 6-25-01 172+50 24 LT +11" 144.5 1 93 P 40 6-25-01 170+50 24' LT - +11" 144.2 1 93 P 41 6-25-01 168+50 24' LT +11" 141.1 1 91 P 42 6-25-01 ~ 166+75 24' LT +11" ~ 146.2 1 94 P 43 6-25-01 ~ 173+00 8' LT +11" ~ 143.1 93 ~ P 28 44 6-25-01 169+00 8' LT +11" 142.5 92 . P 30 45 ~ 6-25-01 168+50 8' LT +11" 142.4 92 ~ P 41 46 ~ 6-25-01 182+50 24' LT +11" 145.1 ~ 1 ~ 94 P ~ 34 Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 _ Sand Cone Method ASTM D 1556-96 X Modified Proctor ASTM D 1557-98 Proctor # Lab Samplc 0 Description mac opt ooir. Mex deasiry MoisRma density Poe rice - Pce Asphalt "E" 154.8 ~ ~ . 1. Fill P. Test Results Comply With Specifications. 2. F. Test Results Do Not Comply With Specifications. NOTES: cc: David C. Lehn Laboratory Supervisor , ` ~r \ ~ / 400+ 12533 1 N`}Yiy~ 3 I Mf~l OROSNARY 1 ~ ~YAIER IAARK J ~ r sa ai 34,r 4 mm S AI}I y` !t. ~ PLAT 90UNOARY ;-~.~~raar*n = + WHO At /M 137' p• ' ~ 4 , ~ r,~f+~~ R.R. RICMT pF Q HANSaN'~ENTER E~ST ~ g ~...,,t' ~ 3531~ RESERYEO~FUR-✓ NHp12 4531 NiURE LIFT 57A110N 14 1 , ~ 3 ° • . ~ ' . - _ . _ r 11 , 2 . PI.AT @pUHpARY C)..So()()A94 C-7 , jot) ",,Son Ea~t ~ Ceinter . r # .6~ F1eld Rep°r' ~HwES~ b ~ OF a e~ . . P 9 362$ E~St.~F;9102 ~ s~okane~ ~A _ . STI NORTHWEST ~ DAILY FIELD REPORT ~ Proiect Iryformation Project Name: Date: Hanson Center East 712/01 ProJect No.: Report No.: c-70-so00194 so - Weather Artivaf Time: Departure Time: sunnylhot - 85°F 7:30 6:30 Client: Local Repnesentative I Oone number Hanson Indushies, Inc. Bob Boyle Generat Contractcx: Site Representative / phpne number Continental Contractors Rick Suboontrador STI Projed Manager! phone numW Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 4 Manpower and Equipment Used (1) paver, (1) CAT CB-434 roller, (1) Bomag BW202AD roller, (1) flat bed truck, (1) tack truck, (8) trucks with pups, (7) personnel. . FIeld Obsmations Arrived onsite per Contractor's request to perform density testing and inspection of asphalt. At the time of arrival, Poe Asphalt had tacked the right side of the roadway and the curb edges. Poe made 5 "pulls"; a 13' and 12', Poe then "broke" the paver at the centerline with 2% crown on either side of centerline. The contractor completed with another 12' and 13' pulls. Using a rice density of 153.3 gcf., provided by Poe Asphalt, density te.sts were taken approximately every 200 ft. on each pull. The average of all tests was 95%. An approximate total of 1438.38 tons of "A" mix was placed. STI Field epresentative Contractor's Representative THIS DOCUM {WD REFERENCED ADDENDA ARE TO 8E CONSIDERED FRELlMINARY UMIL REVIE4VED AND SJGNED BY THE STI CONSTRUCT{0 ENGINEER ANDIOR STI ECT MANAGER. ~ 9 a , ~ . Reviewed by Date TI Project Manager Date Corresponding Deficiency Report No: • 2214 East Riverside Spokane, WA 99202 NORTHWEST (509) 534-9711 Faz (509) 534-9755 LDORT OF FIELD COMPACTION TESTS Date: 7-2-01 Project C-70-S000194 Client: Hanson Industries Project Description: Construction Testing Services Bob Boyle Hanson Center East 15102 East Indiana Avenue Spokane, Washitgton Veradale, WA 99037 Field Report 60 PagO 2 dt 3 oi 4 Denslty Std: 2196 Moiature Std: 671 Technidan: Tim Johnson Test Date Locati(n nep&B41w wec maishm y. n,y materw pacat Pm a xetae otDr NO. ' SO. Bl-ndan Denaity IknsitY TYPe CODpacdm Fail No. Indiana Avenue OICF) 1, 7-2-01 187+50 32' riot ~ 142.6 ~ 1 93 P 2 7-2-01 155+00 32' rie;fit 140.5 1 92 P 3 7-2-01 ~ 183+00 32' rio 140.6 1 92 P 4 7-2-01 ~ 181+00 32' right 140.5 1 92 P 5 7-2-01 ~ 179+00 32' rio 145.7 1 95 P ~ 7-2-01 177+00 32' right 144.3 1 94 P r---lf ~ 7-2-01 175+00 32 ri#ht 144.4 ~ 1 94 P 8 7-2-01 173+00 32' right 140.7 ~ 1 92 P 9 7-2-01 171+00 32' right 141.4 1 92 P 10 7-2-01 169+00 32' rio ,144.6 ~ 1 94 P 11 7-2-01 187+50 18.5' right 143.8 1 94 P 12 7-2-01 185+50 18.5' right 140.8 ~ 1 92 P 13 7-2-01 183+50 18.5' right 141.5 ~ 1 92 P ~ 14 7-2-01 181+50 18.5' right 141.0 , 1 92 ~ P 15 7-2-01 179+50 18.5' right 140.6 ~ 1 95 P 16 ~ 7-2-01 ~ 177+5018.5' r4ht 141.2 1 92 P 17 ~ 7-2-01 ~ 175+50 18.5' rot 140.5 1 92 P 18 7-2-01 173+50 18.5' right ~ 144.8 1 95 P r 19 7-2-01 171+50 18.5' right 141.6 1 ~ 92 P 20 7-2-01 169+50 18.5' riot 143.2 ~ 1 93 P 21 ~ 7-2-01 167+5018.5' right 142.6 ~ 1 93 P 22 ~ 7-2-01 187+00 centerline 141.9 1 93 P 23 7-2-01 185+00 centerline 144.6 1 94. P 24 7-2-01 183+00 centerline 140.3 1 92 P 7-2-01 ~ 181+00 centerline 142.1 93 P ~-5. 7-2-01 179+00 centerline 140.6 1 92 P 27 7-2-01 177+00 cerrterline 140.8 1 ~ 92 P 28 ~ 7-2-01 ~ 175+00 centerline 144.0 ~ ~ ~ 1 ~ 94 ~ F ~ r ' • ' 2214 East Riverside Spokane, WA 99202 NORTHWEST (509) 534-9711 Fag (509) 534-9755 7-2-01 ~ 173+00 centerline ~ 141.4 1 ~ 92 ~ P ~ 30 ~ 7-2-01 ~ 171+00 centerline 141.7 1 ~ 92 ~ F 31 ~ 7-2-01 169+00 centerline 140.9 ~ 1 ~ 92 ~ P 32 7-2-01 187+50 18.5 left 142.1 1 ~ 93 ~ P 33 7-2-01 185+5018.5 left 142.0 1 93 ~ P 34 ~ 7-2-01 183+50 18.5 left 143.4 ~ 1 94 P ~ 35 7-2-01 181+50 18.5 left 143.1 ~ 1 93 P 6 36 7-2-01 179+50 18.5 left 140.6 ~ 1 92 P 37 ~ 7-2-01 177+50 18.5 left 146.1 ~ 1 95 P ' 38 ~ 7-2-01 175+50 18.51eft ~ 141.5 1 92 P 39 7-2-01 173+50 18.5 left ~ 142.2 1 93 P 40 7-2-01 ~ 171+50 18.5 left 140.4 1 92 P 41 7-2-01 ~ 169+50 18.5 left 141.4 1 92 P 42 7 2-01 167+5018.5 left 142.9 1 93 P 43 7-2-01 186+50 32' left 142.0 1 93 P 44 ~ 7 2-01 ~ 185+00 32' left 143.8 ~ 1 94 . P 45 ~ 7-2-01 183+00 32' left 142.6 1 ~ 93 ~ P # 46 7-2-01 181+00 32' left 147.0 1 96 P ~-~7 7-2-01 179+00 32' left 142.6 1 93 P ~ ~t 7-2-01 ~ 177+00 32' left 140.4 1 92 ~ P T 49 7-2-01 175+00 32' left 143.3 1 94 P ~ 50 7-2-01 173+00 32' left 142.2 ~ 1 ~ 93 ~ P 51 7-2-01 171+00 32' left 142.0 1 93 P 52 7-2-01 169+00 32' left 140.5 1 92 P I 53 7-2-01 167+00 32' left 142.0 1 93 P ~ X Nuclear Method ASTM D 2922-96 Standard Proctor ASTM D 698-98 Sagd Cone Method ASTM D 1556-96 X Modi.fied Prodor ASTM D 1557-98 Prodr # I.sb sampla # De=iptian ,nm opc. coir. Mn derairy Maistura density 1 Pce Asphalt "A" - Pce Rice 153.3 ~ 1. Fill P. Test Results Comply With Specificarions. 2. F. Test Results Do Not Comply With Specifications. NOTES : c David C. Lehn ~ ~ ~ ~ ' ~ - '`~,i 1~~ 400 . 12533 ` ~f C OROINARr ►uf►I • I + ~ AIM WATER MARK t,~ 11ii ►fM#[ PIAT BpUt[pAR1r Y , .It~ 1 6e MM1 1SIM{1 K wl~Y W.,... , i kIH/y~ AiM/iA cszjo 2 ' H SO ~ . 04 I ~ 3 ~ ~AN ~Ny TER ST g ~:~/4 ' ~ 1':,_.~ • ° _ 1 ! i x . 31~.. _ ~ w a r~ 112 , •453~, ; 5 N~uRe u~ s~rAn~ I` I k , ~ ~ K ~ VH . 4 1~4 ~ ~ r.,;' ~`---~,ti ~ I M"n 4 , ,1 ~ 6' 0 71 mmis - ~..-~~^~~,,,yM~'" 14 ~ N ~ ^ •ry.-,...M. f ~ ` ~ ~ " ' ""'~I..c:•.,"~..,~'" ~ " . , } ~,~T...........~_..... . . .__w , . BOUNOARY . _ Job ~ a , `'ter eiast . , Ce r` , Hans°n ~ ~ Repor~# - , I ~ate' pF . . page 6~ 99L02 ~ 3 ne, WA . ~ fflTl NORTHWEST ~ ~ DAILY FIELD REPORT Prolect Irformatian Project Name: Uate: Hanson Center East 7/6/01 Protect No.: Report No.: c-70-so00194 si Weather Arrival Time: Departure Time: Cloudy/Cool 45° 8:50 9:50 Client Local ReprBSentative / phone number Hanson Industries, Inc. Bob Boyle General Contractor. Site Repmseritative / phone number Continental Contractors Rick Subcontactor STI ProjeLt Manager / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of 1 1 . Manpower and Equ(pmeM Used Field Observations Arrived on site as per Cantractor's request. Upon arrival, STI representative observed that contractor was not onsite. Measured existing pond just east of existing hotel. Measurements are inside length to inside 459'. Outer length to outside 506'. F.ast end pond outside width edge to edge 68'. Inside pond width 20'. West end of pond 24' and west end edge to edge, 66'. Also, 13 water outlets installed in bottom of pond. Measu.red pond "A" bottom exceeds planned area. ~ • STI Field Representative Contractor's Representative THIS DOCUlhENT AND REFERENCEU ADDENDA ARE TO 8E CONSIDERED PREIJM Y UNT[L REVIEWED AND SIGlVED BY THE ' STI CONSTRUCTION ENGINEEF7 ANDIOR S ECT NUWA6ER. • 0041/ ~ Reviewed by Date STI Project Manager Date Correspanding Deficiency Report No: ~ / / 400' 125~3 R oRpIN M 1 p.~ ~jY KICA4 ! ,u+ ,u, wA~a MAnc ~3`In.)S'~+c~e AJ~`~M e sav MM , q i 'f'0 E ~ > + (()0 , Pl.AY 80UNOARY I 4y !/7/7 RR. RICNt OF~NUY......... ""1' HANSON TER EE~ST ~ s. ? $ wt~2 13531J ~~~oy ~ ~1 FuTuae urr stnno+v ~'"`S'`~P 45 t ` ~ ~ ,a,n, ~ wm~a,, 2 , umpo ~ 13 w . : 7 g 9 12 • I ~ 4 ~ ......,,,.,,ti r , . ~ ..p6AT •90UNDARY . . ' ° _ . . , . ~w M.. . ' . .7o-Sao c job , nson Gente ~e Na # ield Report, C ~ i r ~ NpR1HWE5~ . pate: ~ - . Pa9e 2 . ~ ~2a 9~Q2 ~ c okane~ W~ ' 1 ~ , f ~ , a ~ 2 & ' 3 T, 2 5 ~ ~s TY" SPOK~~NE C 0 U N , , . . ~ ~ • , . . . . • ~ •iia>m •.Y.+ai.n,mur.~nrR+~4':•~ras+Y1J~»y..K ,r.~ w~ .av • , , 41 ! 1'~ r1 . . .T . . ....r . , . . ' , . . • ~ 1 . , . , ' a . ` . , 1 . ' . y~ . . I . ~ . j , ~ • ~ , w.. . p .t i~~ ~'r~,. i i • ' . • . » 16.NV ' . .-'1 SEE DETAIL 77n •~f :'~`i . s~?~v~~'';.__ , , , .r•~ ~ ,T*'~"1'~"'~+„'~'%j~./~ w~. . +ry.'l't' ~5'i~.~,~.~~»o,, ~ 7 wnt~ ,!~r•~~~~+~o•oaa..a~.r,.,..,~;:.: ±r { ' ' .~r~l• /S~r ,'+a ~~`{f?~ y{~ / r y,~ $ ! ~ ~i~ s~•~ ~'S~ ' . . j r~ ..y ~ `f f' < ~ i,, ~ • ,L, e; t' ~ ' ' • . M1 ~ ~'r~~~~ ~ l` / ~r'~r4~q ~~~'~r { r / ~ ~ ~ ) r r / f..`'..~•~t',..d• 9 . ~ . . . . ..i.. ~ f / !f .Y' % j . ~ ? f f•~~ ,I ~ f'• / J ti 1 + : E~ ~ ! J . f i~ ( r ~ } r ~ ~ ~ ~~r ¢ ' ~ ! p~y f r ~ : r ~ ~ . ~ : ~ . 4 : : , . . ~ r ~ J ' ~ ~r ~ i ; } / < f ~f y p ( ~ ~ ~ ~~.,+"1 i. ~ t/ c/ ~ i • i 1 tf !1' ~J.~../ . j'..J`~~y.•~?~ ' . ~ },4 . . ~ ' V~.f~l.w`uG►a+Xr,~.i-l , ~i •1~Mi+~i~i.f•~r/~~ird.'we1. •rJ,+ .aw'.~/~+~7p p'~.jm~ .r. .~d+~s'. ^ . . _'r,,,w4a.r,G~S..~t,~pit.i.~•~~.i~i~~1~.i.~.f:J'.i.i i:./..~i~io~.4 ..6.if'.e~.r~'.~ :r ~i . ~ ~o,..r::.,, y , •I~~~y}~ , k'L~yNw' _ . . ''...:.~~f ~ ~ Y`i s'r-" , ...i..J~;.• r..i-~r' ` , , ~..r~. . V ~,Y 1 .r~CL~~~ !'•~.....n~... .....~._~.••..r.~w...,.....r... .uy ......w..~.... - • . ~ ~ `yy'r'~~ _.~......~e.~. . . . ~ . _ . .:r:1 . . -y.... • n • ~ r . . . • ~ ~ ~ ~ . 1-1~.t7PES, .(,TYP-.) , . . , : , . . . ~ , ~ . ~ , r ~ . . . . , . ~ ...r ~ i"~ - ~ yr . aaa.+ew~w s~w...~! v~. 2w.P.. ~~r .1 ~t..r fAw11'W':L?~'Rari: MCIJY.~YV.:NF ~ J ~ " . , . ~~I , . L'CMfX ~ ' ~v • n ~ . • ~ ~ . . ~ r ~ ~ ' ~ - , ~ ~ . ~ . . . .r . . , . . A'?E~ - 9,04! s t= ~ . ~ ~ ~ ~ ~ . F~-Lo j0;7a7 5-9 . ~ ~ . . Be , ' i p f ' . , • ~ ' ~ ~ . ':.~t :'~W? ` ^ . : . ' , . P~ ` . , ~ . • ~ . . ' ~ ' 4 k f . . STI NORTHWEST ~ DAILY FIELD REPORT Proiect Irtformation Project Name: Date: Hanson Center East 817/01 Project No.: Report No.: C-70-S000194 62 Weather Arrivat Tme: Departure Time: Sunny - 78°F 9:00 10:00 Client: Local Representative / phone number Hanson Industries, Inc. Bob Boyle General Cantractor. Site Representative / phorte number Continental Contractars Rick SubconUactor STI Projed Manayer / phone number Lester N. Johnson Co. Bruce Howard 509-534-9711 Page No. of ' 1 2 . ~ Manpower and EquipmeM Usgd N/A FieW Observations Arrived onsite at Contractor's request to test sidewalk compaction. Due to the extremely rocky nature of the attempts to use the nuke gauge proved unsuccessful. When using the probe to bore a hole, it tended to strike buried rocks and displace the soil. Testing was done instead witb a steel probe. The ground proved to be very fum and unyielding; the ground appears to be ready for sidewalk. v ~ STI Field R iP2resentative Contr tor R ntative THIS DOCUME~IT AND REFEREPJCED ADOENDA ARE TO BE CONSIDERED PRE I UNTIL D S~GNED BY THE ' STT CONSTRUCTI4N ENGINEER ANDIOR STI PR MANA ~ Reviewed by Date STI Project Ma ager Date Corresponding Deficiertcy Report No: :i 40o, w . ~ 12533 ORWNARY HIGH ~ I d • Y►1 WATER MARK ~ ' PL/IT 80RJN0 6. R.R. RICNT OF WAY ~ . AiN/3 im ~ HANSON . . ~J wr 5 rz ~1353~ ~46,3, fUNRF UFT STA110N --w. ~ ~ 4 > ~ ~a x~ ►a+no - ~'t, i m..... ~ ' ~ ~ 6 a~ s RHia 13 12 . ~,M ~o I' i~~ ~ ' • ~ . r....~ ~ 1 PUT 80UNUARY ~ ~ ,....,,~,...,,.„,.,,.w _ b# jo Center _ ~ . ~ ~►eld R~por~# CA , - . ~ pRTHWES~ . , , N Date+ ~F 12.- ~ Fer~ page J, 62~ East 99Lp2 . ~ c~oka~e~ \jq A _ NOtZTHWEST ~ DA. Y FIELD REPORT VT/ 2214 East Riverside Spolcane, WA 99202 - . _ ~ Proiect Information Project Name: Date: Hanson Center East 8/10/2001 Project No.: Report No.: C-70-S000194 63 weaftm affivai rwne: oepartue Time: Sunnylhot - 95°F 9:30 11:30 Client Local Representative / phone nurnber Hanson Industries Bob Boyle General Conbacta: Site Representative / phone nunW Continental Contraccors Dan Burgener 3ubcmtracta STI Project Managm / phone nwnber Cameron Contracfiors Bruce Howard 509-5349711 Page No. of STI Re;xeseMatives on site 1 3 Tim Johnson ' Manpom and Equipment lised (1) Backhce, (1) Flat-bed truck, (5) Personnel. F'mId Observations . Arrived onsite at C:outractor's re~quest to test aad inspect concrete for sidewalk. At the time of azrival, Contra.ctor had forms in place from STA: 168+00 to 177+00. Contractor beg,an pouring at 168+00 and ended at 175+75. A sample was obtained at approximately STA: 173+50, and tested for slump, air and temperature; four 6x 12 cylinders were cast. n ~ l STI Field resenta.tiv+e - Contractor's Representative THIS OOCUMENT AND REFER6JCED ADDENDA ARE TO BE CONSlDERED PRBI U N~ BY THE • STI OOI~TRUCTION ENGlNEfR MIDJOR STI PROJE GER. Reviewed by Date STI Project M Date Corresponding Defcciency Repart No: Fiela Rqx)re V2.2 snsroI 4~ ~ 125331 - ~ n - 400' MN OifOlNAltY HI~ WA~ ~4lRK N • f J a PlAyer y 7~ , r 45311 113531 1 i F'e FrFoR ~ STAnO~ (D N ~ 3 ~ ST 9 ~f Or IyAY 6 7 8 w : ~MI►t ~ t o \ _ 7,3 \ -ft"r Hanson Center East Job # C-70-S000194 G . . . : NORTHWEST Field Report # ~ ~ Date: ahdo f 3628 East Ferry qnnkane, Wa 99202 Page OF . , . PROJECT: Zt" czz PR ~CT No.: G-7'•~ - ~~c,~ /~.q REPORT No.: d 3 ~ NOR'THWtST DATE: TECH: ~ ~ ~e~hSa►-. 3628 E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 4cs* . . . . - _ . . . . - . - , . _ _ . . . - - - . . FIELD DATA BATCH DATA CONCRETE SUPPLIER ~Ce MIX No.: ~ 2113 "Z DATE OF SAMPLE . O/D O • TRUCK No.: TaVIE OF SAMPLE 7: S$ TICKET Na: IO 7~~ ` WEATHER/TEMP SACKS CENENT / C.Y. S•-~~ . , 3AMPLE TYPE 6 ~ • TYPE CEMENT STRUCI'~JRE TYPE BATCH TI11iE ~D :C'~ - , 3A14iPLE LOCATION END PLACEMENT TIME C~ ~'o ~~~a N• S~~ ~nM~s w~: B A~To TOTAL CUBIC YARDS PLAM MAX AGXDtF.GATE SIZE IV4 i1 3AMPLE TAIMFROM C.Y. of BATCH WATER (Ibs) Cbre Boz 'lgf~ Iil fg;ld S WATER:CEMENT RA1T0 Notes: S ' • d~ ~ C DE4IGN SIRENGTH % FIELD TESTIlNG DATA TE5T RESULTS SPECIFIED VALUES SLUMP (1/4 ia.) [ASTM C 1431 ftCONCRET~ TEMPERATURE [ASTMC1U64] ~~b I' 7 AIR COMNT (0.10/6) [ASTM C 231] • z WATER ADDED (gal) l~o'w I ~ WATER:CEMENT RATIQ • s I o S LAWRATORY TESTIlNG DATA LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENtiTH 'ILCH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE `l-i 2g k~~. . . . . . . , . . . , _ . _ . SAMPLED BY 7--\ CHECKED BY REVIEWED BY . ASTM C31,C39,CS 11,C617,C1231 O:1STT\LAII\FORMS\CONCR-REPO V2.0 3/00 q f ~ ~ . NOhZTHWEST ~ DA. Y FIELD REPORT ~~,22 14 East Riverside Spokane, WA 99202 Proiect Information , Project Name: Date: Hanson Center East 8/13/2001 Project No.: Report No.: C-70-S000194 64 weatrw arrival rgne: Qepafte The: Partly Cloudy 8:30 10:30 Client Loca1 Repremfiative / phone number Hanson Industries Bob Boyle Gamal conhcror: site Reprewtati,re / pha,e number . Canfinental Contractors Dan Burgener Sub=hKtr STI Project MaW / phone nwtiber Cameron Contractors Bruce Howard 509-5349711 Page No. ot STI Representatives an site 1 3 Tim Johnson - Manpow and Equoment Used (1) Backhoe, (1) Flat-bed truck, (5) Personnel. Field Obsmations ~ Arrived onsite at C'ontractor's request to test and inspact concrete sidewalk. At the time of arrival, ~ Cantractor had form work in place from STA: 175+75 to 184+00. Contractor began powing at STA: 175+75. A sample was taken at approximately STA: 178+00, and tested for, slump, air, and temperature;four 6x12 cylinders were cast. . ve ~ S1'I Field epresentative Con FBY* TFQS DOCUMENT AI~ REFERENC~ ADDEt~A ARE TO BE CONSDER~ ~IMINARY U REV THE • STT CONSTRUCTION ENGtNEER AI~/OR STI PR G . . ~ 'faite Reviewed by TI Project Date Caresponding Deficiettcy Report No: Fiela Report V2.2 9n8101 PROJECT: ~aoSwi PR ~CT No.: Z --70 -svc,o j,---v4 REPORT No.: ~I JWTJ NORTHWEST DATE: 9'113l6 i TECH: J 3628 E. FERRY SPOKAvE, WA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 . _ T - ' . FIELD DATA BATCH DATA CONG'RETE SUPPLIER ~C L y V\ ~ X MiX No.: JZ I I62 DATE OF SAMPLE TRUCK No.: 3 31 TIME OF SAMPLE TICKET Na: 1 d Q'S~6 WEATEIERtFEMEP ~~c ~~v1 C1a s,ACic.s cEMENT i c.Y. S-76- SAWLE TYPE TYPE CEMENT L r- ~ 3TRUCTURE TYPE Vw~a~ 1C BATGH TIME cg: G S SAMPLE LOCATION rT g♦0O END PLACEMENT TIIVIE Jv ~ 14411L01 ~or~- Si& ADMIXTURES M(3 !T1" 90 TOTAL CUBIC YARDS PLACED MAX AGGREGATE SIZE 3`4 ~1 3AMPLE TAKEN FROM C.Y. o! sO, BATCH WATER (iba) ~ 1S6 Care Boa ~"S~ WATERCEMENT RATIO Notes: DESIGN STRENGTA ' FIELD TESTING DATA T'EST RESULTS SPECIIUD VALUES SLUMP (1 /4 in.) [ASTM C 1431 & j~~ i ( - cs ss ~ CONCRETE TEMPERATURE [ASTM C 1064J AIR CONTENT (0.1 [ASTM C 2311 70 I> WATER ADDED (gal) C) 0 WATER:CEMENT RATIO LABORATORY TESTING DATA , , LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE ia 2~ . 6,~r2, . . . . t+ Im I, . . . ' ~ . . SAMPLED BY ~ CHECKED BY REVIEVVT-D BY ASTM C31,C39,C511,C617,C1231 O:1ST11LABVFORMSICONCR REPORT V2.0 3/00 • ' ~ ~ ~ 40 . C253 33 - ~ ~ ' _ ` ~ t OROINARY HICH PF YH ~ WATER AIARIi Gt - t-i~ a~ 3i.) i um MH, it Pt.AT 80UNDARY Z ~ u~ T r ! i R.R. RICHT OF WAY HANSON EAST w.....,, ~ ~ 9 35~~~ RESERYED fOR ~ ; . 45 31~ 1 N1URE UFT S7Al1pN , ti~, 3 ,~~t 3L a"(D ~1 14 - ~ 5 ~ 6 M7 12 ~ ~„~,~,~,.M.~ • r ~ i t ~ ~ Put eouHOARr . . ~ ~ ~ . oa~9q jot)#C-7o-so east HanS°~` Centef ~ Field Rep°~ . ~ . ~oR~"wES1 pate; QF ~ e - ast F e~y Pa9 ~ 52g 9'9~p2 , S 3 c~,~kane~ W A _ STI DA,.~ Y FIELD REPORT NORTHWEST 1 ~ 2214 East Riverside Sgokane, WA 99202 . ~ ~ . 1 P=11nformation Project Name: Date: Hanson Center East 8/14/2001 Praject No.: Repat No.: c-70-so00194 65 Weatfier Arrival Trne: Departure Tane: Sunny/hot - 95°F 9:30 11:30 CIient Lml Reprewntative / phone number Hanson Industries Bob Boyle c*neral contracbr: site Reprewtawe / phone nwber Continental Canu-adors Dan Burgener Submbwtor STI Project Marrager/ phone number Cameron Contractors Bnuce Howard 509-534-9711 Page No. of STI Repre9ent3tives on site 1 3 Tim Johnson - Manpow and Equipmerd Used (1) Backhoe, (1) F1aL-bed truck, (5) Personnel. Field ObservatiroRS Arrived onsite at C'antraetor's request to test aad inspect concrete for sidewalk. Corntractor began the gour on de north side of Indiana at STA: 183+00. Contractor completed sidewalk on the north side of Indiana, then began sidewalk on the south side starting at end of project working toward beginning. A concrete sample was obtained at STA: 186+50; it was tested for slump, air, and temperature; 4 cylinders were cast. . , ~ _ ~ STI Field Contract,~ s epres ve THIS DOCUMENT AI~ RffER9~JC~ AODENDA ARE TO 8F CONS~ERED P U I ~ BY THE STI CONSTRUC110N ENGINEER ANQ/OR STT PR G. J Reviewed by Date Project Date Caresponding Deficiency Repat No: Fwla Rq)mt v2.2 snaroI ~ PRnJECT: Aavcb&A . • PE ~CT No.: G-Zo -s c~ao 14~ REPORT No.: 6 Sr NORTHWEST DATE: TECH: wi ~.~so 3628 E. FERRY SPOKANE, WA 99202 CONCRETE SAMPLING AND* TEST REPORT (509)534-9711 Fax (509)534-9755 FIELD DATA BATCH DATA CONCRETE SUPPLIER Bma MIX No.: DATE OF SAMPLE I TAUCK No.: ~ TIME OF SAIHPLE TICKET Na: 31135~ WEATHER/1'EMP lii.w h vl SACKS CEIVIENT / C.Y. ~ . 7S SAMPLE TYPE TYPE CEMENT G. G FQ rA-e-d STRUGTURE TYPE BATCH TIlKE %v SAMPLE LOCATION END PLACEMENT TIIIZE J-if~ IAP-T (LuG1 ADMMTURF.S 4 A- < TOTAL CUBIC YARDS PLACED MAX ACGREGATE SIZE 314 r ~ SAMPLE TAKEN FROM 5 0 C.Y. of DIC) BATCH WATER (Ibs) Z I4 3 Can Boz 4-CX5 IJ S~ T.,,ja.v`Q WATER:CEMENT RATIO 0 "11::w Notes: DESIGN STRENGTH 3 ~06 • . FIELD TESTING DATA Z'EST RESULTS SPECIFUD VALUES 7 a SLUMP (1/4 in.) [ASTM C 143] 7 l CUNCRETE TEMPERATURE [ASTM C 10641 . AIR CONTENT (0.1%) [ASTM C 231 WATER ADDED (gaI) WATER:CEMENT RATIO LABORATORY TESTING DATA . , , LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE ~ c'--1 22 N . SAMPLED BY T~ CHECKED BY REVIEWED BY ASTM C31,C39,C511,C617,C1231 0:1STIII..AB\CORMS\C0NCR RLPORT V2.0 3/00 l . i ~0Y ~1 25331. ~ s0. a~ UM I ORDINARY HICH ' at~ Ss W4 ' WATER MAaK ~ 37. ' M t~aan:,wie, ~ ~ PI.A1 BOUNDARy . 2 1 , 3 Qt NANSON' ~ E~ST a.R. oF wA r 1~ i' " ~~~53~~ ~s~ 5 453 ~I ~uNRe uFr s nnw°Ri \ 6 9 ~ 2 7 8 /12 nt ~ ►n+p . 14 ~ 12 ~..,...w,.,~ r~~.. "w.••......+..~ PGtT ~ ~ • . ~ _ ~ , ~ jot) C.7(3.S000194 . East 0anson Center ~ Field Report # 1 NaRTHWEST pate: N _ ~ast Fe Page ~ pF 3628 grg~L02 Spokanes, ~A . ~ - ~ DAl__ I FIELD REPORT _ NORTHWEST ~►~~2214 Easc Riversiae SPokane, WA 99202 ~ ` Proiect Infamation Prqect Name: Date: Hanson Center East 8/1512001 Project No.: Report No.: G70-S000194 66 Weatm Arrival Tmre: Depatbure Tme: ~ ; Sunny - 78°F 7:30 10:00 Cliert local Representative / phane nurter Hanson Industries Bob Boyle Generai Cothcba: Sibe Representative / phone rnmber ConfinenW Contractors Dan Burgener . Sd=traCtDr STI Project ManW / phone number Cameron Concrete Bruce Howard 509-5349711 Page No. of STI Representatives on site 1 3 Tim Johnson - Marpw and Equipment Used (1) Backhce, (1) Flat-bed truck, (5) Personnel. Field ObservatiaRs Arrived onsite at Contractor's request to test aad inspect concrete for sidewalk. Contractor began pouring concrete at STA: 183+50 on the south side of Indiana Avenue. Corntractor is working toward the _beginning of project. A cancrete sample was obtained at STA: 181+00 and te.sted for slup, air, and temperxture; four cylinders were cast. I' 1--00'_ STI Field resentative Cornractor's ~ ve THIS DOCUMEt~(T AND REFERENC~ ADOErDA"ARE TO BE OONSmERED PR9.IMINARY UNTIL ED N THE STT OONSTRUCTIOi~I ENGINEER AWD/OR-STI PROJE ER. ~ ~ . Reviewed by Date S Project er ~ Date Corresponding Deficiency Report No: FirJdReped '~~2 VM1 . • ' - PROJECT: A 0 PR ~CT No.: C 70-,j oac> i Ye} REPORT No.: ►~~T~ NORTHWF-ST DATE: e //s`/vf TECH: `r-, oA \ `1 362$ E. FERRY A ` lJ SPOKANE, WA 99202 CONCRETE SAMPLING ND TEST REPORT . (509)534-9711 Fax (509)534-9755 FIELD DATA T BATCH DATA , CONCRETE SUPPLIER 6-A~~ k" * i kf MIXNa: 3 2 Ito8 DATE OF SAMPLE TRvcK No,: . 3 3 z TIME OF SAMPLE TICKET No.: /O wEATHERrrEMr ~su.h n~~°~ . sacxs cFJdFrrri c.Y. S-7s_ SAMIrIE TYIPE 9' FJ 2 Z, -rYrE cEMErrr L a Fa rcA. srRVCivxE TYrE Sc- 04A4,0 sATCS TM 3G sANMIU Loc,ATIorr .1$ I4o o S arn rILAcEMErri TnM '~j~e. ADAIECrURES AA1~ A F 910 TOTAL CUBIC YARD3 PLACED MAX AGGRF.GATE 3IZE 3A 3AMPLE TAIEN FROM ~ C) GY. of BAT.CS WATER (Ibs) 2.226 an soz wATx:cFAlUrr xaTTO Notea: DESIGN STRENGTH FMLD TESTIlVG DATA T'EST RESULTS SPECHUD VALUES SLUMP (1/4 in.) [ASTM C 1431 7Y2 It 7 /1 CONCRETE T'EMPERAT'URE [ASTM C1064] o-c ?0~~ AIR CONTENT (0.1%) [ASTM C 231] 72o S1 - 7• S- 76 WATER ADDED (gal) 0 - WATER:CEMENT RATIQ - tS 2 • ~O LABORATORY TESTING DATA , LAB FIELD DATE TEST A(3E SIZE AREA TOTAL STRENGTH TECH BREAK IDNo. ID REC'D DATE (Days) (sq. In.) LOAD (Lbe) (psi) , TYPE 946 7 No/ - . , SAMPLED BY_yj CHECKED BY REVIEWED BY ASTM C31,09,011,C617,C1231 0:1ST71L,ABT-ORMSICONCR REPORT V2.0 3/00 M ' ~ r 1n ~ 40V . ~ C5333~ ■ . q~Autr a+ n / r Z'_... PtAt OMMARY._'_ `RR'fiC~iiT"~"1~J~ ~ R R. MCHT OF WAY 1tH13 NM/4A rv. i Z. HANSON TER sr ~ 1 ' ' 3 ~ ~ 5 6 42a , _ 7 $ 35313 , ~ IruRe E ur~r,~sr°an~ ~4531 3 2 ` : , ~ 14 w„#7 ~ 6 7 $ .Y..-~.~"" _ , ~ 12 PIAT 80UNpARY , w-...,,,.,,,,,,,,w,..»,.._ ~ JK7 • , . ~ . ~ m..'w... ~ s ~ o.sooo . . 30b . . . . ~ . "lanson Centef ~ ~ d Repatt# Fiel . . ~ . ~51 ~ o I pate. , . ~ ~pR~HW } ~ . OF , a9e ~ P a 62$ ~ast F g~ o 02 . . kane9 WA ~ s~ ~ _ VTI NORTHWEST ~ DA~~ Y FIELD REPQRT 2214 Fast Riverside Spokane, WA 99202 to Protect Infonnabon Project Narne: Date: - Hanson Center East 8/1 fi/2001 Project No:. Repat No.: c-70-so00194 67 Weather Arrival Tane: Depafte Tffne: Sunny - 720F 8:00 11:00 Clisttt Loca1 Representative / phone numW Hanson industries Bob Boyte clon" Contracwr: Site Papreswtative / phone number C=tinental Cantractors Dan Burgener Suboontracta STI Prnject Manager / phone numbw Cameron Concrete Bruce Howard 509-534-9711 Page No. of STI Representatives on site 1 3 Tim .lohnson . - Ma~ ~ WpTxmt Used , (1) Backhce, (1) Flat-bed truck, (5) Personnel. Fietd Obsevatats Arrived onsite at Cond,actor's request to test and inspect concrete for sidewalk. Contractor began the ~ day's pour at STA: 178+00 on the south side of Indiana Avenue working the beginning of the projoct. . Contractor anticipates completing the sidewallc today. A sample was obtained at STA: 174+50 and tested for slump, air, and temperature; four cylinders were cast. Approximately 60 cubic yards were poured. n , STI Field resentative C;cmttractor' res 've . TF4S DOCUN~NT AND RffERENC~ ADDpJDA ARE TO BE QONSDERm MUIAILLW UNlTiI. IG THE STT CONSTRUCfION ENG(NEER Mm/0R STI PROJ ER. t[olv , f Reviewed by Date S Project er Date Caresponcing Deflciency Repart No: Fiew Reporc V7.2 srzsroI a 40 , PROJECT: 4aosav1 eG~,4r-~7 PR ECT No.: ~ -_70- ,5ono!74 REPORT No.: e?' W NORTHWEST DATE: ~'1j~~a 1 ~ TECH: 1 ~✓1 ~g~tiv~~a K ~ 3628 E. FERRY SPOKANE, wA 99202 CONCRETE SAMPLING AND TEST REPORT (509)534-9711 Fax (509)534-9755 ' . - _ . . - FIELD DATA BATCH DATA CONCRETE SUPPLIER ~.1 PC'G' '1M i K MUC Na: *3 2 I(o$ DATE OF SAMPLE TRUCK No.: 2TY TIME OF SAMPLE TICI{ET No.: f v~~26- wEaTHER/TEMP 51-4,40~ ? 2` r - SACKS CEMENT / C.Y. ~5_ -7,6' . SAMPLE TYPE 6 x r 2 e, ,t I- TYPE cEMWM C. a rarci-cJ- Y sMucivM TYrE sATcH TOWE T7 SAMPLE LOCATION 17140 SS% OL END PLACEMENT TIIVIE ;R.~4 r'd,.za oa. 4u e - AnMUC~'s Nk (J l~ E 70 . TOTAL CUBiC YARDS PLACED MAX AGGREGATE SUE 3A/, SAMPLE TAKEN FROM 40 C.Y. ot ~G BATCA WATER (lbs) ~/eo Cure Boz WATER:CEMENT RATIO • ~TI Notes: DESIGN STRENGTH ~ FMLD TESTING •,DATA TEST RESULTS SPECEFIED VALUES SLUMP (1/4 in.) [ASTM C 143] CONCRETE TEMPERATURE [ASTM C10641 'op AIR CONTENT (0.1%) [ASTM C 231) 4. 4.~ S7-U WATER ADDED (gal) WATER:CEMENT RATIO • ~ I . `S q ~ LABORATORY TESTIlNG DATA , LAB FIELD DATE TEST AGE SIZE AREA TOTAL STRENGTH TECH BREAK ID No. ID REC'D DATE (Days) (sq. In.) LOAD (Lbs) (psi) TYPE 426 1 40 . , q^ ~ . - _ SAMPLED BY CHECKED BY REVIEWED BY ASTM C31,09,011,C617,C1231 O:1STnLAB\FORMS\CONCR REPORT V2.0 3/00 ~ ~ ~ 7 1 ' 40V F1253~~ , , w....,.~ - , ° . 1 aR~NU►r ~~rt,C~+ , . ~ 1 WAifR MARK MN Mkd. ~ af ~ PlJ1T 8qJ1MGARY , ■i~,~,~ . ~ _.w........,,,___.__.,.'~~ ~ _ ~ ~H}i A NA RICHT CF WAY . . , g ~ HANSON CENT~R E~ST 9 ~ q,-- 413531. RESERYED fOR 7 ea ' 45311 ~ ftJNRE L!.T STAiIOtJ Mmn2 ~ ~ . 14 M"a M►+no ~ ~ l ~ M+re ~,r~... 13 12 ,~4~ PUT BOUNpARY ~ , ' ~ - C..7()..So()()i94 . # job . east ~ . "anson (;enter F ~ 1eld Repo~ ~ op JN~S~ - N ~ pate. F ~ e~0 . ~ 628 East Fe 9 ~y02 Pa9 Spokane: 6 ~ ~ STI DAILY FIELD REPORT NORTHWEST ew~ 2214 East Riversile Spokane, WA 99202 ~ . . Proiect Infamahon Project Name: Date: Hanson Center East 411/2002 Project No.: Report No.: c-70-so00194 ss Weaffier Arrival Time: Departure Time: partly cloudy, cool 7:45 8:10 Ciient Local ReExesentative / phone nunber Hanson Industries Bob Boyle General Contractor Site Representative / phflne numbff Continental Contractors Dan Burgener Subcontracta STI Projed Manager / phone nmnber Cameron Conaete Paul Nelson 509-5349711 Page No. of STI Representatives an site 1 I Bob Graham - Manpower and Equipment Used ' Case 580M backhoe, 4 laborers, site superentendant Fie1d Observations I arrived on site at the request of Cameron Concrete to inspect sidewalk panels which were being replaced ~ -174+00 RT. I had previously marked two panels which needed replacement, but the contra.ctor chose to replace three panels because of ease of construction. One of the marked paaels ha.d a large chip out of the side and a skim coat had been placed on the other marked panel to try to correct chipping. Also, a question had been raised by Spokane County concerning the thickness of the sidewalk panels. I measured the concrete wbich had been removed and found the majority to meet the 4" thickness requirement. The area which was broken and appeared to be thin was -3" thick within a couple of feet of the break with an excessive amount of sand on the bottom. I measured the newly exposed sidewalk ends and confirmed the sidewalk thickness to be four inches. I measured the steel forms for the sidewalk to be poured and confirmed them to be -four inches. I measured the width of the forms and found them to meet the six foot requirement. The previously compacted sand base was smoothed and made ready for concrete placement at the time of my departure. Due to the small quantities, no concrete testing was performed. S1'I Field Iresentative ~ Contractor' preseirtative _ THIS DOCI1MEAfT AND REFERENCED A~ENDA ARE TO BE CONSIDERED PRELIMI Y U T AND m BY THE STI CONSTRUCTION ENGINEER AND/OR STI PROJE GER. ~ Reviewed by Date STI Project ge~ Date Cormponding Deftciency Report No: F;ela Repori,2.2 8128/01 l ~ . ~