CF-Justice Center-LR 960207ATEC ASSOC1atCS~ InC. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Nave: Criwirol Justice Center
Client Name: City of Cappell
General Contractor: Mid-South Construction ATEC Jab Mo_: 25-02-%-00064.02
Date: OZ/07/%
Test Moisture X Dry Density. Proctor` X of Proctor Pass Fai'4, Fail Elevation/ Location
No. (PCF) No.
Spec
Actual Compaction Moisture Refer F.G. Grid Coordinates
or Roadway.Statian
1 8.5 114.7 12630 95 98.3 X -1.5' 30'E & 30'N of SW corner of building
2 11.7 113.3 12630 95 97.1 X -1.5' S0'W i 50'N of SE corner of building
3 11.5 114.9 12630 95 98.5 X -1.5' 45'W & 60'S of NE corner of buildi
4 12.4 113.4 12630 95 97.2 X -1.5' 60'S 8 35'E of NW corner of buildi
Test/De th 1/6" 2/6" 3/b" 4/6" 5/ b/ 7/ 8/ 9/ Moisture Std. Count Density Std. Count Gauge Number/Model
Densit Count 2161 2047 1966 1995 721 2497 13521/3411-B
Moisture Count 97 166 180 190
Wet Density (PCF) 124.5 126.5 128.2 127.5 Test Method
Moisture (PCF)
9.8
13.2
13.2
14.1 ASTM: D2922, 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
12631 117.0
Remarks:
Grid Lines Control Points _
Survey _ Grade Stakes _
Full Time Basis Intermittent Basis
Opt. Moisture (X) Std. Proctor
10.8 X
10.9 X
Estimation _ Contractor _X
Estimation _ Contractor _X_
X
Mod. Proctor
Respect
Visual Description
Red Sandy Clav (Select)
Brown Sandy Clav (on-site)
ATEC REPRESENTATIVE: J. Travis
Ibis report represents ody the msteri~b tested and wy or may aot be repreaeatstive of ideotiwl or similar auteruLs. This report shs6 not be reproduced except iu i4 en ' with xprear writtea permirion of ATEC Arocintes, loc.