CF-Justice Center-LR 960307ATEC Associates, 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
General Contractor: Nid South ATEC Job No.: 25-Q2-96~-0OOb8.15
Date: 03-07-%
Test Moisture X Dry Density Proctor Y of Proctor Pass Fail Feil Elevation/ Location
No. (PCF) No.
Spec
Actual Compaction Moisture Refer F.G. Grid Coordinates
or Roadway Station
1 11.9 116.4 12630 95 99.8 X -18" Retest of q1 on March 6
2 9.4 112.9 12630 95 %.8 X F.G. East G8 at D.5-1 - Inside Beckfill
3 12.3 115.3 12630 95 98.8 X -18" East G8 at H.5-1 - Inside eackfill
Test Depth 1 6" 2 6" 3 6" Moisture Std. Count Density Std. Count Gau a Number Model
Densit Count 2033 2395 2071 546 2596 8558/3411-e
Moisture Count 163 117 166
Wet Densit (PCF) 130.3 123.5 129.4 Test Method
Moisture (PCF)
13.9
10.6
14.2 ASTM: D2922, Direct Transmission _X_ Back Scatter
ASTM: D3017
(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
Proctor No. Maximum Density (PCF) Opt. Moisture (X) Std. Proctor
12630 116.6 10.8 X
Remarks:
ATEC REPRESENTATIVE: P. McClure
_ Contractor X
Contractor X
Mod. Proctor Visual Description
Red Tan Clav Sand (Select)
RespeJctf~ully Submitted~~ ~
/ ~--~
e
This report represents only the materials tested and may or may not be representative of identical or similar materials. Tbis report shall not be reproduced except in its entirety and with the express written permission of ATEC Associates, Inc.