Stoneleigh P2-LR010403 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-891 I - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 12/20/00
DALLAS, TEXAS (REVISED 4103101 )
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-87
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSIT~ MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
274 12/20/00 FG 2 17,5 108.5 18.8 107 99 1-A
275 12/20/00 FG 2 17.5 108.5 20.8 104 96 1 -A
276 12/20/00 FG 2 17.5 108.5 20.3 105 96 I~A
277 12/20/00 FG 2 17.5 108.5 19.5 106 97 1-A
278 12/20/00 FG 2 17.5 108.5 18.8 107 99 1-A
279 12/20/00 FG 2 17.5 108.5 21.2 103 95 1 -A
280 12/20/00 FG 2 17.5 108.5 18.7 107 99 1 -A
TEST LOCATION:
274 20' NORTH AND 30' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #7
275 15' SOUTH AND 70' EAST FROM THE NORTHWEST CORNER OF BUILDING PAD #7
Z76 15' NORTH AND 30' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #7
277 15' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
278 20' EAST AND 65' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
279 15' WEST AND 30' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #10
280 PAVING - 35' EAST AND 25' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD #5
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPEC;F!CATIONS
2 NATURALSUBGRADE B PERCENT COMPACTION DOES NOT COMPLY W~TH SPECIF~CAT~ONS pE
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
4 CEMENT TREATED D RETEST ~TII~G. I,N,
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con~fultir
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 1DO
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 12/20/00
DALLAS, TEXAS (REVISED 4103/01 )
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-87A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
281 12/20/00 FG 2 17.5 108.5 20.5 106 97 1 -A
282 12/20/00 FG 2 17.5 108.5 20.9 105 97 1 -A
283 12/20/00 FG 2 17.5 108.5 19.1 107 99 1-A
284 12/20/00 FG 2 17.5 108.5 20.6 104 96 1 -A
285 12/20/00 FG 2 17.5 108.5 19.7 106 97 1-A
286 12/20/00 FG 2 17.5 108.5 21.5 104 96 1-A
287 12/20/00 FG 2 17.5 108.5 20.0 106 98 1-A
TEST LOCATION:
281 PAVING - 45' EAST AND 30' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD #4
;282 PAVING - 20' EAST AND 35' SOUTH FROM THE NORTHEAST CORNER OF BUILDING PAD ~4
283 PAVING - 20' NORTH AND 20' WEST FROM THE NORTHWEST CORNER OF BUILDING PAD #G-2
284 PAVING - 35' SOUTH AND 25' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #3
285 PAVING - 35' SOUTH AND 20' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #2
286 PAVING - 30' SOUTH AND 15' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #2
287 PAVING - 45' WEST AND 30' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #1
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W'TH SPECIFICATIONS
;2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 MME STABILIZED C PERCE~T IN PLACE MOISTURE DOES NOT COMPLY W~TH SPECiFiCATIONS
4 CEMENT TREATED D RETEST / AL~TING, INy
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Cons~ltb~g/ /