CF-Justice Center-LR 960209ATE( Associates, InC. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Mauve: Criwinal Justice Center
Client Nave: City of Coppell
General Contractor: Mid-South Construction ATEC Jab Mo.: 25-02-%-0006E.04
Date: 02/09/%
Test Moisture X 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 11.0 120.1 12630 95 103.0 X F.G. 15'W 8 30'N of SE corner of building
2 9.3 112.5 12630 95 96.4 X F.G. 50'W & 20'S of NE corner of building
3 10.2 118.1 12630 95 101.3 X F.G. 20'S & 20'E of NW corner of buildi
4 12.6 118.2 12630 95 101.3 X F.G. 60'N 8 30'E of SW corner of buildi
Test/De th 1/6" 2/6" 3/6" 4/6" 5/ 6/ 7/ 8/ 9/ Moisture Std. Count Density Std. Count Gauge Number/Model
Densit Count 1723 2205 1856 1737 711 2464 13521/3411-B
Moisture Count 177 131 163 155
Wet Density (PCF) 133.3 122.9 130.1 133.1 Test Method
Moisture (PCF)
13.2
10.4
12.0
14.9 ASTM: 02922, Direct Transmission X_ Back Scatter
ASTM: D3017
(1) Test Location Established by:
(2) Depth or Elev. of Test Established by:
(3) Test Conducted on:
Proctor No. Maximum Density (PCF)
12630 116.6
Remarks:
Grid lines _
Survey
Full Time Basis
opt. Moisture (XJ
10.8
Control Points _ Estimation _ Contractor _X_
Grade Stakes Estimation _ Contractor _X_
Intermittent Basis X
Std. Proctor Mod. Proctor Visual Description
X Red Sardv Clav (Select)
ly Submit
ATE( REPRESENTATIVE: J. Travis
11Le report repreea~b onFy the mohrixY toted ood mxy or moy aot be raprexmhwe of identicd or similxr moterixY. 1tie report elnll not be reproduced except in id eatircty ood wdh the a written permirioo of AT'DC Aoocietoe. Lw.