Callahan-LR021115FAE00 CON6ULTANTB, INC.
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-4811
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Bonner Associates
REPORT DATE: 11-15-02
PROJECT: Callahan Addition FCI PROJECT NO: M02-412
Coppell, Texas
SAMPLE DATE: 11-14-02
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:
Liquid Limit:
Plastic Limit:
Plasticity Index:
Technician: Dan Rotty, EIT
ASTM D-698
6
Tannish Brown Clayey Sand (Select fill)
On-site stockpile
Moist
Manual
116.0
11.0
22
18
4
FARGO CONSULTANTS, INC.
Checked by:
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick O'Dell
C3 Contractors -Taylor Barnes
Environments/ Services ~ Geotechnica/ Engineering ^ Construction Materia/s Testing
FARGO CONSULTANTS, INC.
REPORT OF FIELD COMPACTION
11440 Reeder Rd. • Dallas, TX 75229
Tel. (214) 352-4100 • Fax (214) 352-48ll
Tested For: Bonner Associates Date Performed: 11-15-02
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: 6 inches
M(ITCTTiRF.I1lF.NSITV RELATIONS
Proctor
No. ~ Material Description Optimum
Moisture % Maximum Dry
Densit PCF
2 Tan Brown and Gray Clay 20.5 104.5
IN-PLACE TEST RESULTS
Tes[ Elevation ~
Location Proctor Percent Dry
D
y Percent
No. °r No. Moisture PCF Density
Lif[
45 FG-5' Sanitary sewer line, 40' east of manhole 2 21.3 103.4 98.9
(R) AFTER TEST NUMBER INDICATES RETEST (F) INDICATES FAILURE TO CDMYLY WITH YRUd6Cl- ItEI/ullLCmlirv I s
Technician: Dan Rotty, EIT
Checked By: -
Distribution: Bonner Associates -Paul Pitts
City of Coppell -Rick Odell
C3 Contractors -Taylor Barnes
LI MITATIONS. The ten «suhs preserved herein were prepared based upon the specifw samples w'ovid<d (or testing. We assume no responsibility for variation in quality
(composition, appearmse, per(omunce, ctc) or any other failure of similar subject matter provided by persons or conditions Duel' which we have no control. Our letters and
reports are far the exclusive use of the client's m whom they ae addressed and shall not be reprodxed except in full without the wrinen approval o(Fargo Consultants, lnc.
Consulting ~ Geotechnica/ Engineering ^ Construction Materia/s Testing