ST9302-LR000616ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 06116/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD ~ OUR REPORT NO. 98881-148
PROJECT N~i
COPPELL. TEX~S--
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO. DATE NUMBER MOISTURE ORY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
445 06/16/00 FG~,. 5 4 11.0 119.7 12.4 116 97 1-A
446 06/16~00 FG-3.0 4 11.0 119.7 13.6 119 99 1 -A
447 06/16/00 FG-2.0 4 11.0 119.7 11.5 117 98 1-A
448 06/16/00 FG~,.5 I 12.5 117.9 12.9 114 96 I'-A
449 06/16/00 FG-3.0 1 12.5 117.9 13.1 113 96 1-A
450 06/16/00 FG-2.0 1 12.5 117.9 12.6 115 97 1-A
451 06116/00 FG~.5 4 11.0 119.7 9.1 116 97 1-A
TEST LOCATION:
445 8" WATER LINE ALONG SANDY LAKE ROAD AT 48" STORM DRAIN REMOVAL
446 8" WATER LINE ALONG SANDY LAKE ROAD AT 48" STORM DRAIN REMOVAL
447 8" WATER LINE ALONG SANDY LAKE ROAD AT 48" STORM DRAIN REMOVAL
448 EXISTING 48" STORM DRAIN REMOVAL FROM PAVING STATION #17+25
449 EXISTING 48" STORM DRAIN REMOVAL FROM PAVING STATION #17+25
450 EXISTING 48" STORM DRAIN REMOVAL FROM PAVING STATION #17+25
451 48" STORM DRAIN LATERAL 8 AT STATION #0+50
CC: NONE
1. FILL
2. NATURAL SUB3RADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
fAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 06/16/00
COPPELL, TEXAS
PROJECT SANDY LAKE ~~ OUR REPORT NO. 98881-148A
PROJECT NO.~
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF '% PCF
452 06/16/00 FG-3.0 4 11.0 119.7 10.5 118 98 1-A
453 06116/00 FG-2.0 1 12.5 117.9 11.5 112 95 1-A
454 06/16~00 FG-3.0 1 12.5 117.9 15.8 117 99 1 -A
455 06/16/00 FG-2.0 4 11.0 119.7 13.7 119 99 1-A
456 06/16/00 FG-I.0 I 12.5 117.9 16.3 114 97 1-A
457 06/16100 FG-3.0 4 11.0 119.7 10.7 114 96 1-A
458 06/16/00 FG-1.0 4 11.0 119.7 10.3 120 101 1 -A
TEST LOCATION:
452 48" STORM DRAIN LATERAL LINE 8 AT STATION #0+50
453 48" STORM DRAIN LATERAL LINE 8 AT STATION ~O+50
454 38" STORM DRAIN AT PAVING STATION #15+55 OF SANDY LAKE ROAD
455 38" STORM DRAIN AT PAVING STATION #15+55 OF SANDY LAKE ROAD
456 38" STORM DRAIN AT PAVING STATION #15+55 OF SANDY LAKE ROAD
457 EXISTING 48" STORM DRAIN REMOVAL AT PAVING STATION #16+65
458 EXISTING 48" STORM DRAIN REMOVAL AT PAVING STATION #16+65
CC: NONE
1, FILL
2, NATURAL SUBGRADE
3, LIME STABILIZED
4. CEMENT TREATED
*A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WtTH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
D.RETEST
Res~
ALPRA TESTING, INC.
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineedng · Consulting
ALPHA TESTINg, INC.
2209 ~n St., Sutte
DcY4os, Texo~ 7,5229
972/620.89~ I - 97~7 (Metro)
TESTED FOR CITY OF COPPELL
COPPELL. TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 06/16/00
PROJECT SANDY LAKE RO~d~ ........ ~:;~ OUR REPORT NO. 98881-t48B
PROJECT .O~.~
COPPELL. TEX;n[~'
TEST DAT~
TEST ~ 8OIL ID oP'nuuM UAX~MU~ LAB ~ ;,LACE ~ ~ ~
TEST LOCATION:
.45g EXlSTIN .G ~ 8TO. R,M,DRAIN REMOVAL AT PAVING S, TATION #10,+65
CC: NONE
1. FlU.
2. I~TURAL ~UBGRADE
3. LIME STABP m
4. CEMENT TREATED
· A. INPt. ACE~~ANDPIia~'ENT~~YVWrH 8PECIF*ICATIOII~
B. PERCENT COMPACTION DO~.5 NOT COMPI.y WITH I]II;~CdFlCA~
C. PERCENT IN PI. ACE ~ ~ NOT C, OMPI.Y WITH 8PECIFICA'I~ONS
D. RETES'r
Geotechnical Engineering · Cormbu~on Ii, feteriel~ Tearing ~ Environrnentel Engineering
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