PA9601-LR 970428OILTECH 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 Cosntruction and Maint. REPORT DATE: 04-28-97
PROJECT: Copperstone Jogging Trail REPORTNO.: 97~058.100
SPECIFICATIONS
PercentCompaction: }95+ Date Tested: 04-15-97
Moisture Content (%): OPT+5 Technician: Don James
TEST DATA
CURVE TEST
NO, METHOD
1 698A
2 698A
MATERIAL REPERENCE :CURVE DATA
MAX. DRY OPTIMUM
MATERIAL DESCRIPTION DENSITY (pcf) MOISTURE (%)
Brown Sandy Clay with gravel 123.8 10.7
Brown Dark Brown clay 110.5 15.4
TEST LIFT OR
NO. ELEVATION
IN~PLACE: TEST RESULTS
DENSITY AND MOISTURE TESTSZABE PER ASTM 02922, D~017, RESpECTtVEEY
LOCATION REF. DRY DENSITY MOISTURE % OF MAX.
CURVE (pcf) (%) DRY DENSITY
JOGGING TRAIL
I Nat, Subgrade Station 1+82 1 119,8 11.8 97
2 Nat. Subgrade Station 4+55 2 115.8 13.2 105
3 Nat. Subgrade Station 8+25 2 108.5 20.2 98
NUCLEAR GAUGE I.D.: 6161 STD. DENSITY COUNT: 2859
AN "R" AFTER THE TEST NUMBER INDICATE RETEST.
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS.
STD, MOISTURE COUNT: 485