Tax 2012C-LR140116 (2)>, 8701 John W. Carpenter Freeway
Suite 250
_F Dallas. TX 75247
? 214.678.0227
214.678.0228
"ASSOCIATES onio www.hvi.com San
FIELD SOIL MOISTURE / DENSITY TEST REPORT
CLIENT- City of Coppell PROJECT NO.: DC 1315060
816 South Coppell Road REPORT NO.: D4
Coppell, Texas 75019 DATE OF SERVICE: 1115/2014
HVJ TECHNICIAN: Brandon Lowrance
PROJECT- Southern Belle Drive Reconstruction REPORT DATE: 1/1612014
PAGE: I of I
SERVICES: Perform in -place soil moisture and density testing to determine the degree of field compaction
Wet Density Dry Density Percent of Proctor Material Moisture Elevation/ Test Depth
Test No.
(pcf) (pcf) Actual Spec. Pass Fail No. Actual Spec. Pass Fail Refer F.G. (in.) Test Site Location
1 124.8 102.8 96.5 14-015 21.4% 0 DI FSB 6 River Road, STA 1 +75 (Paving Subgrade)
2 1 127.3 105.9 99.4 0 ® 14 -015 20.2% RJ El FSB 6 Southern Belle Drive, STA 8 +00 (Paving Subgrade)
Ul El 9 11
3 125.1 102.7 96.4 14-015 21.8% FSB 6 Southern Belle Drive, STA 7 +50 (Paving Subgrade)
01 El
>95 -2% to +4%
El ® ® Di
El El El El
El ® El E)
RP(Reference Point) if applicable: FSG = Finish Sub Grade FFB = Finish Flex Base
* indicates re -test (see remarks)
MOISTURE / DENSITY RELATIONS
Material No.
Material Description
Max. Dry Density (p
Opt. Moisture ( %) / Specification
14 -015
Brown Clay with Cement
106.5
17.8
(15.8 - 21.8)
1) Tan London Established by: Gridlines El Control Points Estimation C3 Inspector
2f Depth or Bev. Established by: Survey Grade Sakes %±; Estimation Inspector
iii Test Conducted on: Full Time Basis Intermittent Basis C)
METHOD OF TEST NUCLEAR GAUGE
Density: ASTM D2922 Gauge Make/Model: 341 I-B
Moisture: ASTM D3017 Gauge Serial No.: 11389
"rest Mode: Direct Transmission
Density Standard: 1540
Moisture Standard: 661
Rennai,ks. Density tests were shot in the blind because the material tested had cement added to it. A proctor sample was taken and delivered to HVJ's testing laboratory. Notified Derek mas that copnpaction results would
not be available until the proctor test was completed by the HVJ laboratory. Derek requested HVJ to re -test compaction in the same locations the following day. A - ZI
a =
Aaron Pulpaneck. Laboratoi0 ty Manager rti .Elliott Oe arc tent Mart ger
Texas Firm Registration Number F -000646 TO— E'-snFRegis ti n Number F- 000646