CF-Justice Center-LR060918
In-Place Soil Moisture/Density Tests by Nuclear Method
eM J ENGINEERING, INe.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppel!
Report Distribution:
(1) Harrison, Walker, & Harper
(1) City of Cappel!
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
-------- ------------------ --------------------- ----------------------------
CMJ Report No.: 875-6111-006
Report Date: 09/18/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt +0% to +4%
** REVISED REPORT **
see Additional Remark(s) below:
Test Data
Date Tested: 08/31/2006
Technician: Phil Sommerville
Curve No.
Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pet
2777
2756
ASTM D-698
ASTM D-698
Dark Brown and Gray Clay
Grey Sandy Clay w/Some Organics
20.5 99.0
14.0 113.0
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
8" Waterline
5.1 -1' BFG 40' West of East 45 degree Bend 2777 6"
6.1 -1' BFG 10' North of Existing Curb at 10' East of 2777 6"
East 45 degree Bend
Trench Utility Backfill
7.1 -2' BFG Retest of #7.0, Report #875-6111-003 2777 6"
8.1 Final Retest of #8.0, Report #875-6111-003 2777 6"
Percent Wet Density Dry Density Percent
Moisture (pct) (pct) Density
23.8 122.2 98.7 99.7
21.6 119.7 98.4 99.4
24.0 119.4 96.3 97.3
23.1 120.3 97.7 98.7
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM 03017
Additional Remark(s):
{BFG} Below Final Grade
7.1 and 8.1 Retest of Report #875-6111-003; Date Tested: 8/24/06
5.1 and 6.1 Retest of Report #875-6111-003 Date Tested 8/24/06
** Revised Report from original Report dated 08/31/06 note changes of test numbers 11 and 12 to retest numbers 7.1 and
8.1
Gauge: CPN
Gauge SN: 6430
Std. Density Count: 42465
Std. Moisture Count: 8944
CMJ Engineering, 'nc
R. Car' Lee, S.E. T.
Vice President/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.
07 Page I of I
Cancellation Report
eMJ ENGINEERING, INC.
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppell
Report Distribution:
Harrison, Walker, & Harper
City of Coppell
Brinkley Sargent Architects
Structural Engenuity
Teague, Nail, & Perkins
CMJ Report No.:
Date Tested:
Activity:
Technician:
875-6111-013
September 18, 2006
Drilled Pier Excavation
Larry Smallwood
On Monday, September 18, 2006, the above technician, representing CMJ Engineering, Inc. arrived
on-site at 8:00 a.m. as scheduled to observe drilled pier excavation. Upon arrival, the technician was
informed that drilling operations were cancelled due to rain.
CMJ Engineering, Inc.
R. Carl Lee, S.E.T.
ice President/CMT Manager
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.