ST8402-LR 841203SOIL AND FOUNDATION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
TO Ginn, Inc.
16135 Preston Road, #106
Dallas, Texas 75248
Attention: Mr. Paul Lusk
PROJECT
Denton Tap Waterline
HOUSTON: 2055 Silber Rd., Suite IOOB (77055) Phone: 7131956-2130
DALLAS: &.f,8~-N~. '-Steinroe es-F'wy.-See~ -Te wet;-, Sure' '7 7'0~'S'-~'7~" - ?,~,:,,~ e:-2'~ +~~
11127 Shady Trail, Suite 106 (75229) Phone: 214/484-4731
FIELD SOIL MOISTURE- DENSITY TEST REPORT
DATE 12/3/84
FIELD TEST DATA
REPORT NO. 84-639C - 1
~: SUBGRADE DRY DENSITY MOISTURE % OF
TEST :~ FILL LOCATION MAXIMUM
NO. LIFT NO. 1 LeS~CU. FT. % DENSITY
1 5' Down, Waterline Trench, Station 11+80 103.2 12.6 97.7
2 4' Down, Waterline Trench, Station 12+80 106.6 11.7 100+
3 4' Down, Waterline Trench, Station 14+10 100.6 10.0 95.3
FIELD TEST METHOD:
TYPE OF MATERIAL
[] VOLUMETRIC ASTM D-2167-77 [~ NUCLEAR ASTM, D-2922~1
Reddish Tan Sandy Clay
[] SAND CONE ASTM, D-1556-74
105.6
MAXIMUM DRY DENSITY
METHOD OF TEST:
PERCENT COMPACTION REQUIRED
PCF
[] STAND. ARD A,~TM, D-698
95.0
OPTIMUM MOISTURE 15.1 PERCENT
[] MODIFIED ASTM, D.1557
PERCENT
NOTE: TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS EXCEPT THOSE MARKED*
INSPECTOR: Tom Rickards TIME: 1½ hours
SOIL AND FOUNDFI TION ENGINEERING / CONSTRUCTION MA TERIALS TESTING
HOUSTON: 2055 Silber Rd., Suite 10015 (77055) Phone: 713/956-2130
DALLAS: &.~c8~-N: .x~emm~ n~ew~.- 5 ~ u: h -T~ werr~t~ e~ ~ 7.~-f~ 5 2+7 ~.-Hmr~r-2.f ~./.~-~ f.~ 99~-
11127 Shady Trail, Su±te 106 (75229) Phone: 214/484-4731
FIELD SOIL MOISTURE - DENSITY TEST REPORT
TO Ginn, Inc.
16135 Preston Road, #106
Dallas, Texas 75248
Attention: Mr. Paul Lusk
PROJECT
Denton Tap Waterline
DATE 12/3/84
FIELD TEST DATA
REPORT NO. 84-639C - 1
[] SUBGRADE % OF
TEST ~ FILL LOCATION DRY DENSITY MOISTURE MAXIMUM
NO. LIN NO. I LBSJCU. ~. % DENSITY
1 5' Down, Waterline Trench, Station 11+80 103.2 12.6 97.7
2 4' Down, Waterline Trench, Station 12+80 106.6 11.7 100+
3 4' Down, Waterline Trench, Station 14+10 100.6 10.0 95.3
FIELD TEST METHOD:
TYPE OF MATERIAL
[] VOLUMETRIC ASTM D-2167-77 ~ NUCLEAR ASTM, 1~2922~il
Reddish Tan Sandy Clay
[] SAND CONE ASTM, D-1556.74
MAXIMUM DRY DENSITY 105.6
METHOD OF TEST:
PERCENT COMPACTION REQUIRED
PCF
[] STANDARD ASTM, D-698
95.0
OPTIMUM MOISTURE 15.1 PERCENT
[] MODIFIED ASTM, ~1557
PERCENT
NO TE: TEST RESUL TS COMPLY WI TH PROJECT SPECIFICATIONS EXCEPT THOSE MA RKED*
INSPECTOR: Tom Rickards TIME: 1½ hours