ST9902-LR070626
In-Place Soil Moisture/Density Tests by Nuclear Method
CMJ ENGINEERlNG, lNC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: City of Coppell
Project: West Sandy Lake Road/'
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-209
Report Date: 06/26/2007
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/20/2007
Technician: Jory Goldring
M~tgr@:~~felincI!Gui)l~Da!a
2276
ASTM 0-698
Material Description
Reddish Brown, Tan and Gray mottled Sandy Clay
Optimum
Moisture %
Maximum Dry
Density pcf
115.0
'--
Curve No.
Test Method
14.0
---
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Trench Backfill: Paving Cutout
314.0 Final Sandy Lake Road & North Cappel Road 2276 6" 19.2" 120.0 100.7
315.0 -1' BFG Sandy Lake Road & North Cappel Road 2276 6" 19.6' 122.0 102.0
316.0 -2' BFG Sandy Lake Road & North Cappel Road 2276 6" 20.1" 121.7 101.3
An asterisk (") appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s): BFG = Below Final Grade
* Non-Compliant: John Gay with Tiseo Paving Company was Notified
Gauge: Troxler
Gauge SN: 36035
Std. Density Count: 2650
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
d<;, 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.
07 Page 1 of 1
In-Place Soil Moisture/Density Tests by Nuclear Method
eM J ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
St c1L1 0--:2 P
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-209
Report Date: 06/26/2007
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
M~J~rialB.~fer~iic~ CLJty~[)~!ll
Date Tested: 06/20/2007
Technician: Jory Goldring
Curve No.
Test Method
Material Description
Reddish Brown, Tan and Gray mottled Sandy Clay
2276
ASTM 0-698
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Trench Backfill: Paving Cutout
314.0 Final Sandy Lake Road & North Coppel Road 2276 6"
315.0 -1' BFG Sandy Lake Road & North Cappel Road 2276 6"
316.0 -2' BFG Sandy Lake Road & North Cappel Road 2276 6"
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s): BFG = Below Final Grade
* Non-Compliant: John Gay with Tiseo Paving Company was Notified
illY
Optimum Maximum Dry
Moisture % Density pcf
14.0 115.0
Percent
Moisture
Wet Density Dry Density
(pet) (pet)
Percent
Density
19.2*
19.6*
20.1*
100.7
102.0
101.3
120.0
122.0
121.7
/'
life
~k-
Gauge: Troxler
Gauge SN: 36035
Std. Density Count: 2650
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.
07 Page 1 of 1