Tax 2011C-LR131115HV
FIELD SOIL MOISTURE / DENSITY TEST REPORT
CLIENT: City of Coppell PROJECT NO.:
816 South Coppell Road REPORT NO.:
Coppell, Texas 75019 DATE OF SERVICE:
HVJ TECHNICIAN:
PROJECT- Tax 2011 Sandy Lake Road Pavement Repair REPORT DATE:
PAGE:
SERVICES: Perform in -place soil moisture and density testing to determine the degree of field compaction
Houston 8701 John W Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
214 678.0228
San Antorto www.hvj.com
DC1315100
D2
11/14/2013
Eric Vincent
11/1512013
loft
indicates re -test (see remarks)
MOISTURE / DENSITY RELATIONS
Material No.
Wet Density
Dry Density
Percent of Proctor
Material
Moisture
Elevation/
Test Depth
16.1
Test No.
(pcf)
(pcf)
Actual Spec. Pass Fail
No.
Actual Spec. Pass Fail
Refer F.G.
(in.)
Test Site Location
J
0 C
1
124.7
103.4
92.7
13 -370
20.6%
G-4'
6-
Station 73 +74
0 21
2
123.1
102.4
91.8
13 -370
20.2%
G-4'
6'
Station 73 +93
2 ®
3
120.4
104.3
93.5
13 -370
15.4%
G-4'
6'
Station 73 +55
0
>95
-2% to +4%
of optimum
El 0
0 0
0
0 11
0 01
RP(Reference Point)
9 aoolicable:
Fsr. = rini<h c „h
r de rrA a
Finial rtn.. I1...
indicates re -test (see remarks)
MOISTURE / DENSITY RELATIONS
Material No.
Material Description
Max. Dry Density (p
Opt. Moisture
( %) / Specification
13 -370
Light Brown Sandy Clay with Shades of Orange
111.6
16.1
(14.1 - 20.1)
(1) Test Location Established by: Gridllnes Control Pants 0
(2) Depth or Bev. Established by: Survey Grade Stakes
(3) Test Conducted on: Full Time Basis Intermittent Basis
Remarks: All tests failed, notified Derrick with the City of Coppell of test results
Estimation Inspector
Estimation Inspector
METHOD OF TEST
Density- ASTM D2922
Moisture: ASTM D3017
Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Registration Number F -000646
NUCLEAR GAUGE
Gauge Make/Model: T341 I -8
Gauge Serial No.: 11389
Test Mode: Direct Transmission
Density Standard: 15_3Z
Moisture Standard: 659
Marti ElQDA4p3K6&ent A.na.&er
Texas m RegistAon Number F -000646
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