Rozas Addn-LR050802 In-Place Soil Moisture/Density Tests by Nuclear Method
C MJ
7636 Pebble Ddve Fort Worth, Texas 76118
Client: Tri-Star Construction
Project: Dr. Roza's Office
Coppell
CMJ Report No.: 548-5051-019
Report Date: 08/02/2005
Tel: (817) 284-9400 Fax: (817) 589-9993
Report Distribution: (1) Tri-Star Construction
(1) City of Coppeil
Specifications
Percent Compaction: +95% min
Moisture Content: opt +0% to +4%
Test Data
Date Tested: 07/19/2005
Technician: Jory Goldring
Optimum Maximum Dry
Curve No. Test Method Matedal Description Moisture % Density pcf
1340 ASTM D698-A Brown Fine Sand 8.5 122.0
1341 ASTM D698-A Reddish Brown, Brown, Gray Sandy Clay 11.5 117.0
In-Place Test Results
Test Elevation Ref.
No or Lift Location Curve
Paving Subgrade **
49.0 Final 30' East, 10' South of SE Building Corner 1341
50.0 Final 40' South, 5' East of SW Building Comer 1341
(Fire Lane)
51.0 Final 60' North, 30' West of SW Building Comer 1341
(Fire Lane)
52.0 Final 10' East, 40' North of NW Building Corner 1341
(Fire Lane)
53.0 Final 5' East, 20' North of NE Building Corner 1341
(Fire Lane)
54.0 Final 10' North, 30' East of SE Building Comer 1340
(Parking)
55.0 Final SE Approach 1340
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pcf) (pcf) Density
6" 11.8 128.0 114.5 97.9
6" 12.3 125.7 111.9 95.6
6" 12.1 126.4 112.8 96.4
6" 11.6 126.8 113.6 97.1
6" 12,5 128.4 114.1 97.5
6" 8.9 130.9 120.2 98.5
6" 10.0 129.1 117.4 96.2
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
** Area Around Building
Gauge: CPN
Gauge SN: 6660
CMJ Engineering, In~/ R. Cc~rlTLiv~,a~.rE:l'.
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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