PA9601-LR 970430OILTECH ENGINEERING AND TESTING INC.
7415 White Hall, Suite ~109
Fort Worth. Texas 76118
Fax 817-595-0708
817-595-0064
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Pavement Construction & Maint.
PROJECT: Copperstone Trail
REPORT DATE: April 30, 1997
REPORT NO.: 97-058.104
Percent Compaction:
Moisture Content (%):
SPECIFICATIONS
Don James
TEST DATA
CURVE TEST
NO. METHOD
1 B698
2 A698
MATERIAL REFERENCE CURVE DATA
MATERIAL DESCRIPTION MAX. DRY OPTIMUM
DENSITY (pc1~ MOISTURE (%)
Brown Sandy Clay w/gravel 123.8 10.7
Brown Dark Brown Sandy Clay 110.5 15.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017. RESPECTIVELY
TEST LIFT OR REF.
NO. ELEVATION LOCATION CURVE
1 Grade Trail 1+75 1
2 Grade Trail 4+95 2
3 Grade Trail 8+15 2
DRY DENSITY MOISTURE % Of MAX.
(pcQ (%) DRY DENSITY
110.5 11.7 89*
95.0 20.4 86*
95.4 18.6 86*
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: 3875
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
Remarks:
STD, MOISTURE COUNT: 514
SO~T,~ECH ENLG..I__N,E~ERlyI'~' AND TESTING, INC.
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Ja '~s M. Perdue
rials Testing Manager