CF-Justice Center-LR 960320ATEC ASSOCiAteB, InC. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Name: Criminal Justice Center
Client Name: City of Coppell
Test Moisture ;C" Dry_Density Proctor ~: of,Proctor Pass Fail. Fail Elevation/ Location
No. (PCF).- No.
Spec
Actual Compaction Moisture Refer F.G. Srid Coordinates
or Roadway Station
1 8.5 120.2 12630 95 103.1 X F.G. Sanitar Col. Line F.8 At 1.5
2 10.5 117.6 12630 95 100.9 X F.G. Sanitar Col. Line G.8 At 1.5
3 9.5 116.1 12630 95 99.6 X F.G. Grade Beam Col. Line C.8 At 4
4 10.8 111.5 12630 95 95.6 X F.G. Grade Beam Col. Line A.3 At 14
Test De th 1 6" 2 6" 3 6" 4 6" Moisture Std. Count Density Std. Count Gauge Number Model
Densit Count 2257 2279 2473 2641
Moisture Count
130
152
138
149 657 2837 24084/3430
Wet Density (PCF) 130.4 129.9 127.1 123.5 Test Method
Moisture <PCF)
10.3
12.3
11.0
12.0 ASTM: D2922, Direct Transmission _X_ Back Scatter _
ASTM: D3017
General Contractor: Mid South ATEC Jab No_: 25-a2-9fr000G8.Z0
Date: 03/20/%
(1) Test Location Established by: Grid Lines _ Control Points _ Estimation
(2) Depth or Elev. of Test Established by: Survey _ Grade Stakes _ Estimation
(3) Test Conducted on: Full Time Basis _ Intermittent Basis _X_
Proctor No. Maximum Density (PCF) Opt. Moisture (X) Std. Proctor
12630 116.6 10.8 X
Remarks
ATEC REPRESENTATIVE: P. McClure
_X Contractor
X Contractor
Mod. Proctor
Visual Description
Respectfully Submitted,
"E~'~
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This report represents only the materials tested and may or may not be representstive of identical or similar materials. This report shall not be reproduced except in its entirety and with the express written permission of ATEC Associates, Inc.