CF-Justice Center-LR 960401ATEC AssoCiates~ IriC. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Name: Criwinal Justice Center
Client Nape: City of Coppell
General Contractor: Mid South ATEC Job No.: 25-02-96-00068.22A
Date: 04/01/96
Test Moisture. % Dry Density Proctor X ofaProctor 'Pass Fail. Fail Elevation/ Location
dina
No. (PCF) No.
Spec
Actual Compaction .Moisture Refer F.G:_ tes
Grid Coor
or Roadway Station
1 10.1 115.9 12630 95 99.0 X F.G. Building ad a C-1
2 12.0 114.0 12630 95 97.7 X F.G. Building pad a D-5
3 10.9 114.1 12630 95 97.8 X F.G. Building ad b1 F-3
Test/De
th 1/6" 2/6" 3/6'• Moisture Std. Count Density Std. Count Gauge Number/Model
p
Density Count 2209 2180 2236 560 2606 8558/3411-B
tu
e Count
i
M 94 116 139
o
s
r
Wet Density (PCF) 127.2 127.7 126.5 Test Method
Back Scatter
i
X
T
i
i
Moisture (PCF) 11.7 13.7 12.4 on _
_
rect
ransm
ss
AS1M: D2922, D
ASTM: D3017
(1) Test Location Established by: Grid Lines
(2) Depth or Elev. of Test Established by: Survey _
(3) Test Conducted on: Full Time Basis _
Remarks:
Proctor No.
12630
Control Points _ Estimation
Grade Stakes _ Estimation
intermittent Basis X
Maximum Density (PCF) Opt. Moisture (%) Std. Proctor
116.6 10.8 X
X Contractor
X Contractor
Mod. Proctor Visual Description
Reddish Tan Clayey Sand (Select)
Respectfully Submitted,
~~ c ~
ATEC REPRESENTATIVE: L. Ratcliff
'Ibis report represents only the materials tested and may or may not be rcpreaentetive of identical or similar materials. This report shall not be reproduced except in its entirety end with the express written permission of ATEC Associates, Inc.