Rozas Addn-LR050616In-Place Soil Moisture/Density Tests by Nuclear Method
7636 Pebble Drive Fort Worth, Texas 76118
Client: Tri-Star Construction
Project: Dr. Roza's Office
Coppell
548-5051-011
06/16/2005
CMJ Report No.:
Report Date:
Tel: (817) 284-9400 Fax: (817) 589-9993
Report Distribution: (1) Tri-Star Construction
(1) City of CoppelI
Test Data
Date Tested: 06/09/2005
Technician: John Reid
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
!340 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. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
22.0 -7' BFG
23,0 -6' BFG
24.0 -5' BFG
25.0 4' BFG
26.0 -3' BFG
27.0 -2' BFG
28.0 -1' BFG
29.0 Final
30.0 -9' BFG
31.0 -7' BFG
32.0 -5' BFG
33.0 -3' BFG
34.0 -1' BFG
35,0 Final
Trench Backfill - SSL **
Line B; Sta. 1+00
Line E Sra. 1+05
Line E Sta. 1+10
Line E Sta, 1+15
Line E Sra. 1+20
Line E Sta, 1+25
Line E Sra. 1+30
Line E SI~. 1+35
Line 8 Sra. 2+75
Line 8 Sta. 2+80
Line B Sra. 2+85
Line B Sra. 2+90
Line B Sra. 2+92
Line B Sta. 2+98
1340 6" 7.9 127.1 117.8 96.6
1340 6" 8.1 128.5 118.9 97.5
1340 6" 8.9 130.1 119.5 98.0
1341 6" 10.6 127.9 115.6 98.8
1340 6" 8.4 130.2 120.1 98.4
1340 6" 9.8 130.3 118.7 97.3
1340 6" 9.0 130.1 119.4 97.9
1340 6" 8,4 130.6 120.5 98.8
1341 6" 11.5 128.1 114.9 98.2
1340 6" 7.2 126.8 118.3 97.0
1340 6" 8.6 127.1 117.0 95.9
1340 6" 9.4 130.8 119.6 98.0
1340 6" 9.7 127.8 116.5 95.5
1340 6" 8.5 131.1 120.8 99.0
Test results on this report meet project specification.
Test Method(s): ASTM D2922. ASTM D3017
** SSL = Sanitary Sewer Line
Gauge: Troxler
Gauge SN: 13723
Std. Density Count: 2140
CMJ Engineering, Inc
d. oist u'///re"~(
R. Carl Lee
S.E.T.
CMT Manager
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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