1991, 07-19 & 07-22 Field Compaction Test Reports 0 I
iN Professional Service Industri ,
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atirwi
JUL 291991
REPORT OF FIELD COMPACTION.TESTS
SPOKANE COUNTY
TESTED FOR: Empire Health Services PROJECT: V a 1 l ey G e rtlYk i � S DEPT.
Box 248 E . 10026 Mission
Spokane , WA 99210
DATE: July 22 , 1991 OUR REPORT NO ' 726-10224-3
TEST DATA: 95% compaction required
MAXIMUM IN PLACE
IL ID
TEST ELEV SAWATER PER CENT
DATE NUMBER LAB DRY CONTENT DRY COMPACTION COMMENT
NO DEPTH DENSITY CONTENT
1 7/22 grade 1 134 . 3 6 . 7 130 . 6 97 1 ,A ASTM D2922
2 7/22 grade 1 134 . 3 5 .8 128 . 3 95 1 ,A
3 7/22 grade 1 134 . 3 6 . 2 129 . 4 96 1 ,A
4 7/22 grade 1 134 .2 - 4. 5 133 . 1 . . 99 1,A
° TEST LOCATION:
1 S . side of :fuel tank removal backfill
2 W . side of 'fuel ta6nk regojia_l backfill
3 N . side of fuel tank r-m. . D .
------
___4_ Center of fuel tank removal backfill
NOTES: DENSITIES SHOWN. Lbs. per cubic foot • 1 FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS
WATER CONTENT- Per Cent of dry weight 2. BACKFILL B.TEST RESULTS DO NOT COMPLY
PERCENT COMPACTION: Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS
density obtained on sample indicated by 4. SUBBASE C.TEST IS AFTER RECOMPACTION
soil ID number 5. SOIL CEMENT
REMARKS: Cf: j b 6. OTHER
1-client
1-Tom Fox Respectfully submitted,
1-Co Bldg Dept Professional Service Industries, Inc.
PSI A-100-2tsiii 30 North Stone Street • Spokane,WA 99202 • Phone:.509/535-3571 • Fax:509/535-1267
IP 0
ji Professional Service Industries, Inc. _
1E3 WET
REPORT OF FIELD COMPACTION TESTS J U L 2 9 1991
• P' E KANCOUNTY
TESTED FOR: Empire Health Services PROJECT: Valley G en e �. i �ES DEPT.
Box 248 E. L0026 Mi
Spokane , WA 99210
DATE: July 22 , 1991 OUR REPORT NO.: 726-10224-4
TEST DATA: 95% compaction required
ELEV SOIL ID MAXIMUM IN PLACE
TEST DATE LAB DRY WATER DRY PER CENT COMMENT
NO DEPTH NUMBER DENSITY CONTENT DENSITY COMPACTION
1 7/22 -3 ' BG 1 134. 3 3 . 5 133 . 0 99 1 ,A ASTM D2922
2 7/22 -3i ' BG 1 134 . 3 5 . 0 132 . 2 97 1 ,A
3 7/22 -3i ' BG 1 134 . 3 3 . 5 129 . 3 95 1 ,A
BG = below grade
TEST LOCATION:
1 S . side of fuel tank removal backfill
2 N . side of fuel tank removal backfill •
3 W. side of fuel tank removal backfill
•
NOTES: DENSITIES SHOWN- Lbs. per Cubic foot * I FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS
WATER CONTENT. Per Cent of dry weight 2. BACKFILL B.TEST RESULTS DO NOT COMPLY
PERCENT COMPACTION: Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS
density obtained on sample indicated by 4. SUBBASE C.TEST IS AFTER RECOMPACTION
soil ID number . . 5. SOIL CEMENT
REMARKS: 6. OTHER
cf : jb
1-client Respectfully submitted,
1-Tom F 0 x Professional Service Industries, inc.
1-Co . Bldg Dept
PSI A-100-2011130 North Stone Street • Spokane,WA 99202 • Phone:509/535-3571 • Fax:509/535-1267
0 •
N t+i Professional Service Industries, I .E ( [ IW E 7
Nw".
JUL 291991
REPORT OF FIELD COMPACTION TESTS SPOKANE COUNTY
BUILDING CODES DEPT.
TES tUFOR: Empire Health Services PROJECT: Val l eyG.eneral Hospital
Box 248 E . 10026 Mission
Spokane , WA 99210
DATE: July 19 , 1991 OUR REPORT NO.. 726-1_0224-2
TEST DATA: 95% compaction required
TEST ELEV SOIL ID MAXIMUM WATER IN PLACE PER CENT
DATE NUMBER LAB DRY CONTENT DRY COMPACTION COMMENT
NO DEPTH DENSITY DENSITY
1 7/19 lift 3 1 134. 3 7 . 3 126 . 8 95 1 ,A ASTM D2922
2 7/19 lift 3 1 134 . 3 8 . 0 125 . 3 93 1 , B
3 7/19 lift 3 1 134 . 2 5 . 6 127 . 9 95 1 ,A
•
I TEST LOCATION:
1 Center of fuel tank removal backfill
2 West side of fuel tank removal backfill
3 West side of fuel tank _removal backfill _
NOTES: DENSITIES SHOWN- Lbs. per cubic foot * 1 FILL MATERIAL A.TEST RESULTS COMPLY WITH SPECIFICATIONS
j WATER CONTENT: Per Cent of dry weight 2. BACKFILL B.TEST RESULTS DO NOT COMPLY
PERCENT COMPACTION: Based on maximum dry 3 BASE COURSE WITH SPECIFICATIONS
density obtained on sample indicated by 4. SUBBASE C.TEST IS AFTER RECOMPACTION
soil ID number 5. SOIL CEMENT
REMARKS: 6. OTHER
cf: jb
• Respectfully submitted,
Professional Service industries, Inc.
e
PSI A—l00-2I01130 North Stone Street • Spokane,WA 99202 • Phone:509/535-3571 • Fax:509/535-1267