Denton Tap L2R BA-LR 980807 RE. ,.3RT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SUPERIOR BUILT DATE 8/7/98
COPPELL, TEXAS L~
PROJECT GYMNASTICS CENTER OUR REPORT NO. 98686-2
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB !N PLACE IN PLACE PERCENT
NO. DATE DEPTH~,,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
11 8/7/98 FG 1 13.0 117.5 13.1 116 98 2-AD
12 8/7/98 FG 1 13.0 117.5 12.1 116 99 2-AD
13 8/7/98 FG 1 13.0 117.5 12.1 116 99 2-AD
14 8/7/98 FG 1 13.0 117.5 13.3 116 99 2-AD
15 8/7/98 FG 1 13.0 117.5 13.0 117 100 2-AD
16 8/7/98 FG 1 13.0 117.5 13.5 113 96 2-AD
17 8/7/98 FG 1 13.0 117.5 13.3 113 97 2-AD
TEST LOCATION:
11 RETEST OF OF TEST# 1 ON 8/1/98
12 RETEST OF OF TEST# 2 ON 8/1/98
13 RETEST OF OF TEST# 3 ON 8/1/98
14 RETEST OF OF TEST# 7 ON 8/1/98
15 RETEST OF OF TEST# 8 ON 8/1/98
16 RETEST OF OF TEST# 9 ON 8/1/98
17 RETEST OF OF TEST# 10 ON 8/1/98
3 LIME STABILIZED C PERCENT IN P~J~CE MOISTURE DOES NO'I COMPLY'..%'ITI-.I SPECIFICATIONS ~'~,,,~
4 CEMENT TREATED D RETEST
Geotechnical Engineering · Construclk~ Materials Testing · E~tal E~ /~
RE. ORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SUPERIOR BUILT DATE 8/7/98
COPPELL. TEXAS
PROJECT GYMNASTICS CENTER OUR REPORT NO. 98686-3
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
18 8/7/98 FG 1 13.0 117.5 13.8 111 94 1-A
19 8/7/98 FG 1 13.0 117.5 14.3 115 97 1 -A
20 8/7/98 FG 1 13.0 117.5 13.7 109 93 1-A
21 8/7/98 FG 1 13.0 117.5 12.3 114 97 1-A
22 8/7/98 FG 1 13.0 117.5 12.3 113 96 1-A
TEST LOCATION: UTILITY LINE
18 50' EAST OF ALBERTSON FIRE LANE - 125' NORTH OF STREET
19 300' NORTH AND 100' EAST OF ALBERTSON FIRE LANE- 425' NORTH OF STREET
20 50'S AND 30'E OF NWCORNER BUILDING PAD
21 50'E AND 45'N OF NE CORNER BUILDING PAD
22 100'S AND 40'E OF NE CORNER OF BUILDING PAD
NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WiTH SPECIFiCATiONS I
LIME STAB~MZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY ~',qTH SPECIFICATIONS ~
CEMENT TREATED D RETEST 2' ,~S"I'ING/~C.
Geotechnical E~i~ ~ C~~ ~ T~ ~ En~~ E~~ ~ ~