PA9601-LR 970430 (2)OILTECH ENGINEERING AND TESTING INC.
CLIENT: Pavement Construction & Maint.
PROJECT: Copperstone Trail
SPECIFICATIONS
I
Percent Compaction:
Moisture Content (%):
7415 White Hall, Suite t~109
Fort Worth. Texas 76118
Fax 817-595-0708
817-595-0064
SOIL MOISTURE - DENSITY TEST REPORT
IN - PLACE TESTS BY NUCLEAR METHODS
REPORT DATE: April 30, 1997
REPORT NO.: 97-058.105
Don James TEST DATA
Date Tested: 04~17-97
Technician:
CURVE TEST
NO. METHOD
I B698
2 A698
3 B698
MATERIAL REFERENCE CURVE DATA
MAX. DRY OPTIMUM
MATERIAL DESCRIPTION DENSITY (pcf) MOISTURE (%)
Brown Sandy Clay w/gravel 123.8 10.7
Brown Dark Brown Sandy Clay 110.5 15.4
Flexbase 135.6 7.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. D3017, RESPECTIVELY
TEST LIFT OR LOCATION REF.
NO. ELEVATION CURVE
I Subgrade Trail 0+35 3
2 Subgrade Trail 3+25 3
3 Subgrade Trail 6+95 3
DRY DENSITY MOISTURE % OF MAX.
(pcr'~ (%) DRY DENSITY
133.5 7.1 99
136.1 6.4 101
128.1 4.1' 95
NUCLEAR GAUGE I.D.: STD. DENSITY COUNT: 2553
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
Remarks:
STD. MOISTURE COUNT: 485
~s M. Perdue
Materials Testing Manager