1990, 11-02 Professional Services Testing Reports niN
+i Professional Service Industries, Inc.
N Pittsburgh Testing Laboratory Division
TESTEDFOR: Patterson Tool & Die PROS : Bolt Inspection
N . 2921 University Road N . 2921 Univ sty Road,
Spokane , WA 99206 0 ILO M - U E Fi
NOV J i`'' J
DATE: October 8 , 1990 OUR REPORT NO.: 726-00187-SPOKANE COUNTY
Rini J I DING CODFS DEPT_
REMARKS: Bolt Inspection
PSI was retained to inspect the bolted connections at the above project .
All bolted connections were inspected including the connections on
the existing wall .
The following connections were noted as not meeting specifications :
1 . Existing wall , north connection- east side bolts are loose
2 . Center connection , east side loose bolts with bolt heads turning
3 . South connection , west side loose bolts .
4 . First line east of existing wall , south connection on west side ,
all bolts were loose .
5 . Back wall of new addition , 3rd from existing wall , south connection ,
west side has one loose bolt with head turning .
All loose bolts were tensioned to 380 foot pounds . Except as noted
above all connections were found to meet specifications .
Due to the length of the bolts , a Skidmore-Wilhelm calibration unit
could not be used .
Respectfully submitted
PROFESSIONAL SERVICE INDUSTRIES INC .
PITTSBURGH TESTING LABORATORY DIVISION
rs : jb
2-client
1-Co . Bldg Dept.
PS'A 300-1 130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571
Nei Professional Service Industries Inp.
r
r`711 Pittsburgh Testing Laboratory Division-6 L ,G..
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR: Patterson Tool & Die PROJECT: New Addi tri R ISI)\ ( CUL-. 2) L i-�s
N . 2921 University Road N . 2921 University Road
Spokane , WA 99206
DATE: June 18 , 1990 OUR REPORT NO.: 726-00187-5
FIELD DATA
LOCATION OF POUR: Exterior building footings
DATE POURED 6-11-90 SUPPLIER Central P r e M i x
TIME 3 : 30 DELIVERY TICKET NO./TRUCK NO. 29779/979
SLUMP, IN. 5 1/2" MIX NUMBER AND PROPORTIONS 1 1 1
AIR CONTENT, % 5 . 5 CEMENT
AIR TEMPERATURE, °F 62 WATER
CONCRETE TEMPERATURE, °F 6 0 FINE AGGREGATE
DATE RECEIVED IN LAB 6-13-90 COARSE AGGREGATE
FIELD DATA SUBMITTED BY PSI : r w ADMIXTURE
MIX DATA SUBMITTED BY C PM
COMPRESSION TEST RESULTS
OBSERVATIONS
SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE
LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH �( Cylinders made by PSI representative.
NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI)
❑ Cylinders made by Others.
4720 1-A 7 6/18 82 , 500 6 . 0 28 . 27 2920 E Cylinders picked up by PSI
representative.
2-B 28 7/9 115 ,000 6 . 0 28 . 27 4070 ❑ Cylinders delivered to PSI laboratory
by others.
3-C 28 7/9 117 , 000 6 . 0 28 . 27 414 0 x Test results comply with applicable
specifications.
aTest results do not comply with
applicable specifications.
3 O O O TYPE OF FRACTURE, IF OTHER
SPECIFICATIONS
28 THAN CONICAL
REMARKS:
2-client
1-Co . Bldg Dept.
Respectfully submitted,
Professional Service Industries,Inc.
PSI A-200-4(1)
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
sib m Professional Service Industries, i10c � i 0 , fp
proWit Pittsburgh Testing Laboratory Division , �f + (ri)
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR: Patterson Tool & Die PROJECT: New Addition '••:,(.)'-l t--:.: •
N . 2921 University Road N . 2921 University Road
Spokane , WA 99206
DATE: June 18 , 1990 OUR REPORT NO.: 726-00187-5
FIELD DATA
LOCATION OF POUR: Exterior building footings
DATE POURED 6-11-90 SUPPLIER Central P r e M i x
TIME 3 : 30 DELIVERY TICKET NO./TRUCK NO. 29779/979
SLUMP, IN. 5 1/2" MIX NUMBER AND PROPORTIONS 1 1 1
AIR CONTENT, % 5 . 5 CEMENT
AIR TEMPERATURE, °F 62 WATER
CONCRETE TEMPERATURE, °F 6 0 FINE AGGREGATE
DATE RECEIVED IN LAB 6-13-90 COARSE AGGREGATE
FIELD DATA SUBMITTED BY PSI : r W ADMIXTURE
MIX DATA SUBMITTED BY C P M
COMPRESSION TEST RESULTS
OBSERVATIONS
SPECIMEN TEST TOTAL CYUNDER CYUNDER COMPRESSIVE
LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH ® Cylinders made by PSI representative.
NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI)
❑ Cylinders made by Others.
4720 1-A 7 6/18 82 , 500 6 . 0 28 . 27 2920 0 Cylinders picked up by PSI
representative.
2—B 28 7/9 6 . 0 28 . 27 a ic4tic dorsrs.delivered to PSI laboratory
by othe
3-C 28 7/9 6 . 0 28 . 27 x0 sest.reationsomply with applicable
❑ Test results do not comply with
applicable specifications.
TYPE OF FRACTURE,IF OTHER
SPECIFICATIONS 28 3000 THAN CONICAL
REMARKS:
2-client
1-Co . Bldg Dept.
•
Respectfully submitted,
Professional Service Industries,Inc.
PSI A-200-4(1)
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
Nei Professional Service Industries, Inc.
. IVi7Il Pittsburgh Testing Laboratory Division
REPORT OF CONCRETE COMPRESSION TEST .
TESTED FOR: Patterson Tool & Die PROJECT: New Addition
N . 2921 University Road N . 2921 University Road
Spokane , WA 99206
DATE: June 20 , 1990 OUR REPORT NO.: 726-00187-6
FIELD DATA
LOCATION OF POUR: Pilasters on north and south sides of building
DATE POURED 6-13-90 SUPPLIER Central PreMix
TIME 5 : 00 DELIVERY TICKET NO./TRUCK NO. 29939/51
SLUMP, IN. 4 3/4" MIX NUMBER AND PROPORTIONS 1 1 1
AIR CONTENT, % 5 . 0 CEMENT
AIR TEMPERATURE, °F 71 WATER
CONCRETE TEMPERATURE, °F 65 FINE AGGREGATE
DATE RECEIVED IN LAB 6-14-90 COARSE AGGREGATE
FIELD DATA SUBMITTED BY PSI : rw ADMIXTURE
MIX DATA SUBMITTED BY C P M
COMPRESSION TEST RESULTS
OBSERVATIONS
SPECIMEN TEST TOTAL CYUNDER CYUNDER COMPRESSIVE
LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH X Cylinders made by PSI representative.
NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.IN.) (PSI) ❑
Cylinders made by Others.
4721 1-A 7 6/20 81 , 500 6 . 0 28 .27 2880 Cylinders picked up by PSI
representative.
2-6 2 8 7/11 6 .0 28 . 27 ❑ bbCyly oinmdereere.delivered to PSI laboratory
3-C 28 7/11 6 . 0 28 . 27 Test resltstions.comply with applicable
L� speeiflca
ETest results do not comply with
applicable specifications.
3 0 O O TYPE OF FRACTURE, IF OTHER
SPECIFICATIONS 28 THAN CONICAL
REMARKS:
2-client
1-Co . Bldg . Dept.
Respectfully submitted,
Professional Service Industries,Inc.
PSI A-200-4(1)
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
Nt+i Professional Service Industries, Inc.
1./`7E Pittsburgh Testing Laboratory Division
TESTED FOR: Patterson Tool & Die PROJECT: New Addition
N . 2921 University Road
Spokane, WA 99206
DATE: June 13 , 1990 OUR REPORT NO.: 726-00187- 3
REMARKS: Reinforced Concrete Inspection
The reinforcing steel located in the pilasters on the north and south sides
of the building were inspected according to sections 1 and 11 on A-3
and were found to be placed correctly according to plans . The contractor
was informed that the debris at the bottom of the forms must be cleaned
up prior to concrete placement. The contractor cleaned the forms prior
to the placement.
Three test cylinders were cast from Central PreMix truck #51 , ticket
#29939 representing a total of 2 yards of mix #111 , 3000 psi concrete
being placed in the above locations . Slump was 4 3/4" , entr . air 5 .0% .
Concrete temp . was 65°F . , ambient temp . 71°F .
Upon arrival of the concrete PSI observed that the slump was approximately
1/2" to 1" . Two gallons of water per yard was added on site which
brought the slump up to approximately 2" . Central PreMix was contacted
and asked what the maximum allowable water that could be added on site
and still guarantee strength . CPM would not give a definite answer .
The contractor was informed and he decided to reject the load .
Respectfully submitted
PROFESSIONAL SERVICE INDUSTRIES , INC .
PITTSBURGH TESTING LABORATORY DIVISION
rw: jb
2-client
1-Co Bldg Dept
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
PSI A-300-1
ht+i Professional Service Industries, Inc.
JIJI Pittsburgh Testing Laboratory Division
DAILY FIELD REPORT
TESTED FOR: Patterson Tool & Die PROJECT: New Addition
N . 2921 University Road
Spokane , WA 99206
DATE: June 14 , 1990 OUR REPORT NO.: 726-00187- 4
WEATHER:
TEMPERATURE RANGE: TO:
INSPECTOR: r w
TYPE OF INSPECTION BEING PERFORMED
SOILS X CONCRETE
FOUNDATIONS BATCH PLANT
CONTROLLED FILL(COMPACTION) PLACEMENT(JOB SITE)
x cylinder pickup
ASPHALT OTHER
BATCH PLANT
PLACEMENT(JOB SITE)
BRIEF RESUME OF WORK ACCOMPLISHED THIS DATE:
Cylinders cast 6-13-90 were picked up and transported to the lab for
curing and testing .
Respectfully submitted,
Professional Service Industries, Inc.
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
PSI A-300-2
h�i Professional Service Industries, In't2.
i7/ Pittsburgh Testing Laboratory Division
. is°
J(i3G,��a3,/wry •rL)
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TESTED FOR: Patterson Tool & Die PROJECT: New Addition ; fes.
N . 2921 University Road N . 2921 UniversitytQdd
Spokane , WA 99206 .
DATE: June 1 1 , 1990 OUR REPORT NO.: 726-00187-2
REMARKS: Reinforced Concrete Inspect
The reinforcing steel located in the footings was inspected according
to sections 1 and 11 on A3 and notes on foundation plan AZ and was found
to be placed correctly according to plans . One discrepancy was noted
as the plans call for two 2 ' 6" x 2 ' 6" x 12" footing pads on the east
side of the building with three #4 bars each way . The contractor has
installed 4 ' x 4 ' x 12" pads with six #4 bars each way . 1 Lk ?a mR_ m4/4FAI Wptaiimp
140
z7PRgolk,erh wrfl cl1Ap4 610
sN+K1
Three test cylinders were cast from Central PreMix truck #979 , ticket
#29779 representing 10 . 25 yards of mix #111 , 3000 psi concrete being
placed in the above location . Slump was 5 1/2" , entr . air 5 . 5% . Concrete
temp . was 60°F . , ambient temp . 62°F . Vertical wall dowels were placed
at 16" on center after concrete was placed .
Concrete arrived with a tested slump of 5 1/2" . Specifications call
for a 3" slump . The contractor ordered a 3" slump and no water was
added on site .
Respectfully submitted
PROFESSIONAL SERVICE INDUSTRIES , INC .
PITTSBURGH TESTING LABORATORY DIVISION
rw: jb
2-client
1-Co . Bldg Dept
130 North Stone Street • Spokane, WA 99202 • Phone: 509/535-3571 • FAX: 509/535-1267
PSI A-300-1