CF-Justice Center-LR 960306ATEC Associates, Inc.
11356 Mathis
Dallas, Texas 75229
(214) 556-2204
METRO 263-1681
PROJECT: Criminal Justice Center
CLIENT: City of Coppell
PROJECT INSPECTION
REPORT
Job No.: 25-02-96-00068.14
Date: 03/06/96
REMARKS: A representative of ATEC Associates visited the proiect site to perform lime eradations on the
north parking lot
#1 South End #2 Center #3 North End
65% Passing #4 Sieve 67% Passing #4 Sieve 62% Passive #4 Sieve
100% Passing 1 3/4" Sieve 100% Passing 1 3/4" Sieve 100% Passing 1 3/4" Sieve
$per. is a minimum ~f 6(1%n nassin~ #4 sieve and lI)t)%n Dasslne 1 3/4" S1eVe.
ATEC REPRESENTATIVE: P. McClure
Respectfully submitted,
~.
l-
ATEC Associates, Inc.
11356 Mathis
Dallas, Texas 75229
(214)556-2204
METRO 263-1681
PROJECT: Criminal Justice Center
CLIENT: City of Coppell
PROJECT INSPECTION
REPORT
Job No.: 25-02-96-00068.14A
Date: 03/06/96
REMARKS: A representative of ATEC Associates visited the p
south and east parking lots roiect site to perform lime gradations on the
Test #1 S Pazking Lot W End 62% Passin g #4 and 100% Passin g 1 3/4" Sieve
Test #2 S Pazking Lot Center 62% Passing #4 and 100% Passing 1 3/4" Sieve
Test #3 S Pazking Lot E End 67% Passing #4 and 100% Passing 1 3/4" Sieve
Test #4 E Parking Lot S End 64% Passing #4 and 100% Passing 1 3/4" Sieve
Test #5 E Parking Lot N End 60% Passin g #4 and 100% Passing 1 3/4" Sieve
Seer is 60% + passing #4 sieve and 100% passing 1 3/4" sieve.
ATEC REPRESENTATIVE: P. McClure
Respectfully submitted,
y~~~
~~~
ATEC Associates, Inc. 11356 Mathis Avenue Dallas, Texas 75229
(214) 556-2204 METRO (214) 263-1681
FIELD DENSITY TESTS
Project Naive: Criminal Justice Center
Client Nave: City of Coppell
General Contractor: Mid South ATEC Jab No.: 25-02-%-00066.146
Date: 03/06/%
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 12.8 106.7 12630 45 91.4 X -18" Retest #4 From 03/05/96
2 10.3 111.0 12630 95 95.0 X -12" Retest #4 from 03/05/96
Test/Depth 1/6" 2/6" Moisture Std. Count Density Std. Count Gauge Number/Model
Density Count 2877 2836
Moisture Count
177
141 24084/3430
Wet Density (PCF> 121.5 122.4 Test Method
Moisture (PCF)
13.7
11.4 ASTM: D2922, Direct Transmission X_ Back Scatter _
ASTM: D3017
(1) Test Location Established by: Grid Lines _ Control Points _ Estimation _X_ Contractor _
(2) Depth or Elev. of Test Established by: Survey _ Grade Stakes _ Estimation X Contractor _
(3) Test Conducted on: full Time Basis Intermittent Basis X
Proctor No. Maximus Density (PCF) Opt. Moisture (%) Std. Proctor Mod. Proctor Visual Description
12630 116.6__ __ _ 10.8 X Reddish Tan Clavev Sand
Remarks:
Respectfully Submitted,
~, ~~
~ ~ ~
ATEC REPRESENTATIVE: P. McClure
This report represenla only the materials testad end msy or msy not be represrntadve of identical or similar materiels. This report shell not be reproduced except in its entirety sod with the express written permission of ATEC Associates, Inc.