Callahan-LR030120FAROO CONSULTANTS, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Bonner Associates
PROJECT: Callahan Addition
Coppell, Texas
REPORT DATE: 01-20-03
FCI PROJECT NO: M02-412
SAMPLE DATE: 01-17-03
METHOD OF TEST
SAMPLE IDENTIFICATION:
Sample I.D.:
Sample Description:
Sample Origin:
MOISTURE/DENSITY:
Preparation Procedure:
Rammer Description:
Maximum Dry Density: (Ibs/cu ft)
Optimum Moisture Content (%):
ATTERBERG LIMITS:
Plasticity Index:
Technician: Gary Moore, CET
ASTM D-698 (Method C)
ASTM D-4318
Crushed Concrete
Haul-in (On site stockpile}
Moist
Manual
119.0
14.0
Non-plastic
FARGO CONSULTANTS, INC.
Checked by:
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick O'Dell
C3 Contractors -Taylor Barnes
Environmental Services ^ Geofechnica/ Engineering ~ Construction Materia/s Testing
FAROO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
Tested For: Bonner Associates Date Performed: 01-20-03
Project: Callahan Addition FCI Project No.: M02-412
Coppell, Texas
Density: Per ASTM D-2922 Gauge Manuf.: Humboldt
Moisture: Per ASTM D-3017 Gauge Model: HS-SOOIEZ
Test Mode (DT / BS): DT Probe Depth: 8 inches
Mf1LCTTiRF/DF.NSTTV RF.T.ATiONS
Proctor
No. ~ Material Description Optimum
Moisture % Maximum Dry
Densit PCF
5 Reddish Brown Clayey Sand (Select Fill) 12.0 121.5
TN_PT.A('F TF.CT RFSTTT.TC
a Test - v Elevation
nr
Location Proctor
IYo Percent
Moisture Dry
D Percent
Density
Nn LiR . PCF
101 5'
FG-1 Sanitary sewer line - 15' north by 5' east from 5 13.1 116.3 95.7
. southwest corner of building ad
102 FG-1' Sanitary sewer line - 35' north by 5' east from 5 12.4 115.9 95.4
southwest corner of building pad
103' 5'
FG-0 Sanitary sewer line - 50' north by 5' east from 5 12.2 115.6 95.1
. southwest corner of buildin ad
104 FG Sanitary sewer line - 20' north by 5' east from 5 12.9 116.8 96.1
southwest corner of buildin ad
105 FG Sanitary sewer line - 10' south by 20' west from 5 13.6 116.4 95.8
northeast corner of building ad
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILUKE'1'U CVMYLY wnx ercudGC I rcrtluttcnMCrv la
Technician: Jeff Clifton Checked By: ./%~
Distribution: Bonner Associates -Tim Bonner
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
LIMITATIONS'. The test results preserved herein were prepared based upon [he specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other failure of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repotts are for the exclusive use of the client's to whom they are addressed and shall not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Environmental Services ~ Geotechnica/ Engineering ~ Construction Materials Testing