PA9601-LR 970430 (6)OILTECH ENGINEERING AND TESTING INC.
7415 White Hall, Suite #10S
Fort Worth, Texas 76118
Fax B17-SSS-OTOB
817-595-00S4
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
CLIENT: Pavement Construction & Maint.
PROJECT: Copperstone Trail
REPORT DATE: Apdl 30, 1997
REPORT NO.: 97-058.106
Percent Compaction;
Moisture Content (%):
SPECiF CATi0NS
TEST
CURVE TEST
NO. METHOD
1 B698
2 A698
3 B698
MATERIAL REFERENCE CURVE DATA
MATERIAL DESCRIPTION
Brown Sandy Clay w/gravel
Brown Dark Brown Sandy Clay
Flexbase
MAX. DRY OPTIMUM
DENSITY (pc'f) MOISTURE (%)
123.8 10.7
110.5 15.4
135.6 7,4
TEST LIFT OR
NO. ELEVATION
1R Final Grade
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, D3017. RESPECTIVELY
REF. DRY DENSITY MOISTURE % OF MAX.
LOCATION CURVE (pcf) (%) DRY DENSITY
Retest from 4-17-97 Rpt. 97-058.105 Trail 6+85 3 129.0 9,4 95
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: 2528
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
Remarks:
STD. MOISTURE COUNT: 484
SOl CH E G~RI~A~STING,
Materials Testing Manager
INC.