Tax 2012C-LR140117 (2)a indicates re -test (see remarks
Material No.
Material Description
Max. Dry Density (pcfA
Opt. Moisture ( %) / Specification
14 -015
Brown Clay with Cement
106.5
H --on 8701 John W. Carpenter Freeway
Suite 250
1
> = -'¢ Dallas. TX 75247
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ASSOCIATES
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FIELD SOIL MOISTURE / DENSITY TEST REPORT
CLIENT-
City of Coppell
PROJECT NO.:
DC 1315060
816 South Coppell Road
REPORT NO.:
D5
Coppell, Texas 75019
DATE OF SERVICE:
1/16/2014
HVJ TECHNICIAN:
Brandon Lowrance
PROJECT:
Southern Belle Drive Reconstruction
REPORT DATE:
1/17/2014
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
Id
U
1*
127.0
106.5
100.0
14-015
19.2%
EJ
FSG
6
Southern Belie Drive, STA 7 +50 (Paving Subgrade)
[a ®
2*
125.7
103.4
97.1
14-015
21.6%
F
G
FSG
6
Southern Belle Drive, STA 8 +00 (Paving Subgrade)
0 El
3*
121.0
102.5
96.2
14-015
18.0%
El
D
FSG
6
River Road, STA 0 +75 (Paving Subgrade)
D El
>95
-2% to +4%
El
[I
El
0
0
0
El
E)
El
Cl
El ®
® El
El El
RP(Reference Point)
If applicable:
FSG = Finish Sub
Grade FFB - Finish Flex Base
a indicates re -test (see remarks
Material No.
Material Description
Max. Dry Density (pcfA
Opt. Moisture ( %) / Specification
14 -015
Brown Clay with Cement
106.5
17.8 (15.8 - 21.8)
(I I Test Location Established by: Gridlines ❑ Control Points ❑ Estimation ❑
Inspector
i Depth or Qev. Established by: Survey ❑ Grade Stakes ❑ Estimation C3 Inspector
Test Conducted on: Full Time Basis ❑ Intermittent Basis ❑
METHOD OF TEST NUCLEAR GAUGE
Density: ASTM D2922 Gauge Make/Model: Troxler
Moisture: ASTM D3017 Gauge Serial No.. 11389
Test Mode: Direct Transmission
Density Standard: 1540
Moisture Standard: 661