Callahan-LR030117i
FA8.00 CONBULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
REPORT OF FIELD COMPACTION
Tested For: Bonner Associates
Project: Callahan Addition
Coppell, Texas
Date Performed: 01-17-03
FCI Project No.: M02-412
Density: Per ASTM D-2922
Moisture: Per ASTM D-3017
Test Mode (DT / BS): DT
MOISTURE/DENSITY RELATIONS
Gauge Manuf: Humboldt
Gauge Model: HS-SOOlEZ
Probe Depth: 8 inches
Proctor
No• Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Clayey Sand (Select Fill) 12.0 121,5
7 Crushed Concrete 14.0 119.0
IN-PLACE TEST RESULTS
Test
NO Elevation
Location Proctor Percent Dry
D
y Yercen[
' Lfft Nu, Moisture (PCF Density
92 FG-1' Sanitary sewer line - 35' north by 5' west from 5 13
8 116
8 96
1
southeast comer of building pad . . .
93 FG-0.5' Sanitary sewer line - 10' south by 5' west from 5 13
6 115
4 95
0
northeast corner of building pad . . .
94F FG Drive approach, 15' east from east edge of Denton Tap
Road by 7' south from center line of fire lane 7 16.9 101.8 85.5
95F FG Drive approach, 9' east from east edge of Denton Tap
Road by 15' north from center line of fire lane 7 16.1 105.0 88.2
96 FG-1.5' Sanitary sewer line - 20' north from south building line 5 11
3 119
1 98
0
at center of building ad . . .
97 FG Sanitary sewer line - 40' south by 5' west from
northeast corner of building pad 5 14.0 118.5 97.5
98 FG-1' Sanitary sewer line - 35' north from south building line 5 13
3 115
8 95
3
at center of buildin ad . . .
99 FG-0.5' Sanitary sewer line - 35' south from north building line 5 14
0 116
3 95
7
at center of building ad . . .
100 FG Sanitary sewer line -10' south by 15' west from 5 13
0 115
9 95
4
northeast corner of building pad . . .
(K) AFTER'PEST NUMBER INllICATES RETEST (F) INDICATES FAILURE TO COMPLY WITH PROJECT REQUIREMEN'CS
Technician: Jeff Clifton Checked By:
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Constructors -Taylor Barnes
LIMITATIONS: The test results presented herein wa'e prepared based upon the specific samples provided for testing. We azsume no responsibility fa~ variation in quality
(composition, appeazance, performance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. Our ieners and
repotts are for the exclusive use of [he clienCs to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Environments/ Services ^ Geotechnica/ Engineering ~ Construction Materia/s Testing