CF-Justice Center-LR 960501ya3~
ATEC Associates, Inc . 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Na^ie: Criminal Justice Center
Client Name: City of Coppell
General Contractor: Mid South ATEC Job No.: 25-02-%-00068.29
Date: 05/01/%
Test Moisture % Dry Density_ Proctor %-of Proctor Pass Fail Fait Elevakion/ Location
No. (PCF) No.
Spec
Actual Compaction Moisture Refer F.G_ Grid Coordinates
or Roadway Station
1 21.2 100.2 *12701 95 101.2 X Final Town Center - 4" electrical, Station 3+10, south
lane centerline
2 22.4 84.3 12701 95 85.2 X 2nd Lift/
-1.0' Town Center - 4" electrical, Station 3+10, south
bound lane 5'E centerline
3 24.0 84.3 12701 95 85.2 X 2nd Lift/
-1.0' Town Center - 4" electrical, Station 3+10, south
bound, 8'E centerline
Test/De th 1/6" 2/6" 3/6" Moisture Std. Count Densit Std. Count Gauge Number/Model
Density Count 2724 4242 4092 654 2821 24085/3430
Moisture Count 248 222 237
Wet Density (PCF) 121.5 103.2 104.6 Test Method
Moisture (PCF)
21.3
18.9
20.3 ASTM: D2922, Direct Transmission _X_ Back Scatter
ASTM: D3017
(1) Test Location Established by: Grid Lines Control Points X_ 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 (%) Std. Proctor
*12701 99.0 22.1 X
Remarks: *New sample p/u proctor
Note: Subcontractor-Llano Construction, notified of failing test
ATEC REPRESENTATIVE: J. Restau
This report represents only the materials tested and may or may not be representative of identical or similar materials. This report shall not be reproducedexcept in its
_ Contractor
_X_ Contractor _
Mod. Proctor Visual Description
Brown Silty Clav
written permission of ATEC Associates, Inc.