PA0101-LR010302~/82/2~81 14:58 8174618836 SIERRA CONTRACTORS PaGE 82
SOIL MOISTURE - DENSITY TEST REPORT
S,eIN~'~"~:~rr-'~a Construction| I-~;'1 ~ ~,,v. NUCLEAR METHODS
Clie,.~.~n" Mdler ~%~ Work Order Number: 01-3575
Pro,c[ 01.026 Andy Brown Community Park .~ Report Number:
O1-026.102
· PECIFICATION~ TEST OATA
Percent Compa~.,,v. Q.R~4. Date Te~ted: 2/7/01
,Moisture cord~nt(%) '+/-4 Technic. lan' RB
'Curve Test -- ' MAX DRY OPTIMUM
No Method .... ~ Material D~cnption DENSITY (pcf) MOISTURE
1 D698 Dark Brown Clay 98.0 19.0
2 D698 Reddish Brown Sandy Clay 110.0 14.5
IN-PLACE TF.~T
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, O3017, RESPECTIVELY
Test Lift or Location Ref Dry Density Moisture % of Max
No Elevation Curve (pcf) (%) D~j .Density
1 Final ~,00' E, of proposed bridge 2 1 12.2 15,2 100.0
'~"-- Final 200' E'.'~3f proposed bridge ~ 1- ' 97.3 17,5 99_0 '-
3 Final Volleyball court east side :[ 95.0 22.4 97,0
4 I~lnal iV011eyball court west side .... ! 98~1~ 20.6
'5 Finai 300' E. of proposed' bridge 2 ]04.6 19.4 ..... 95.0
6 Final-' 400' E. of proposed bri~lBe I 10~.9 22.-~ !00.0---
7 Final 500' E. of proposed bridge ! 96.7 24.2 99.0
8 Final 100' E. o'S-boardwalk ! 99.7 23.4"- 100.0
9 Final 200' E. of boardwalk I 98.7 2~.3 ~00.0
10 Final 100' W. of ex~,ting walkover 1 ....... 95.4 ' 17.9 97.0
! ~ Final 'West side of ex~sting walkover '1 99.! ~ '~)'.-3"--
NUCLEAR GUAGE ID: 6181 STD DENSITY COUNT;
AN 'R" AFTER THE TEST NUMBER INDICATES RETEST
' INDICATES FAILURE TO COMPLY WITH PROJI~CT SPECIFIC&TIONS. ~'~,
SOILTECH ENGINEERING AND TESTING, INC.
James M. Perdue ~.~~.~
General Manager
Gravel Drive · Fort Worth, Texas 76118 - 817.595 00~4 telephone · 817.589.7279 me'~o. 817.595 0708 fax