ST9902-LR060317 (2)
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Cappel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-012
Report Date: 03/17/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 03/14/2006
Technician: Phil Sommerville
2208
2207
ASTM D-698
ASTM D-698
Material Description
Tan and Dark Brown Silty Clay
Dark Brown Clay
Optimum Maximum Dry
Moisture % Density pet
Curve No.
T est Method
21.0 100.5
22.0 99.0
In-Place Test Results
Probe
Depth
Percent Wet Density Dry Density Percent
Moisture (pet) (pct) Density
21.2 121.4 100.2 99.7
21.4 121.9 100.4 99.9
22.3 122.3 100.0 99.5
21.6 120.0 98.7 98.2
Test
No
Elevation
or Lift
Location
Ref.
Curve
55.0
56.0
57.0
58.0
-3' BFG
-2' BFG
-1' BFG
Final
Trench Backfill- Storm Drain**
Sta. 1 +91.21, Line C-1
Sta. 1 +91.21, Line C-1
Sta. 1+91.21, Line C-1
Sta. 1+91.21, Line C-1
2208
2208
2208
2208
6"
6"
6"
6"
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
** Trench Backfill - STORM DRAIN on NORTH COP Ell
[BFG] Below Final Grade
Gauge: CPN
Gauge SN: 6430
Std. Density Count: 43154
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
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