CF-Justice Center-LR 960309ATEC A88oCiateB, IDC. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Ntm~e: Criminsl Justice Center
Client Nape: City of Coppell
General Contractor: Mid South ATEC Jab No.: 25-02-%-00068.16
Date: 03-09-96
Test Moisture ;G Dry Density Proctor` X of Proctor. Pass Fail Fail Elevation/ Location
No. (PCF) No.
Spec
Actual Compaction Moisture Refer F.G. Grid Coordinates
or Roadway Station
1 21.8 95.0 12659 95 95.6 X -2" t50'N 70'W of SE Pr ert Corner
2 21.5 100.3 12659 95 100.9 X -2" 60'N 1t50'W of SE Property Corner
3 22.3 99.1 12659 95 99.7 X -2" 80'N 30'W of NW Pad Corner
4 23.0 85.5 12659 95 86.0 X -2" 300'W of Toun Center 300'S of Parkwa Blvd.
Test Depth 1 6" 2 6" 3 6" 4 6" Moisture Std. Count Densit Std. Count Gau a Number Model
Densit Count 3394 3794 3832 4386 618 3256 24648/3420
Moisture Count 229 237 293 218
Wet Densit (PCF) 115.8 121.8 121.3 105.1 Test Method
Moisture (PCF)
20.8
21.5
22.1
19.7 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 X
Proctor No. Maximum Density (PCF) Opt. Moisture (X) Std. Proctor
12659 99.4 23.5 X
Remarks:
_X Contractor _
X Contractor
Mod. Proctor Visual Description
Lime Stab. Brown Clav
Respectfully Submitted,
ATEC REPRESENTATIVE: E. Finney
'Ibis report represents only the materials tested and may or may not be representative 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.