Gateway BP(1.5)-LR000316 GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Advance Business Center
Southeast Corner of Exhange and Gateway
Coppell, Texas
REPORTED TO:
CONTRACTOR:
Catellus Development Corporation
4545 Fuller Drive, Suite 105
Irving, Texas 75038
A'I-I'N: Ms. Kathy Treat
Pacific Builders
REPORT NO. 17
REPORT DATE: 03-16-00
REG PROJECT NO. 6309
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Proctor ASTM I
No. Standard Description
IOptimum Maximum
Moisture, % Density, PCF
1 D-698 Dark gray clay 25.5 92.0
2 D-698 Olive brown clay w/iron ore fragments 19.5 103.5
3 D-698 Reddish brown clayey sand "select" fill 14.0 113.5
4 D-698 Dark gray clay (imported) 32.0 83.5
Depth
Below Field Field
Test Final S. G.Density Moisture Proctor Compaction
No. Date Location (feet) (pcf) ( %) ID Level (%)
35 03-09-00 Storm Line C1: STA 2+50 0.5 90.1 26.9 1 97.9
36 Storm Line Cl: STA 2+50 0.5 79.9 34.4 4 96.2
37 Storm Line B3: STA 1+00 0.5 80.7 33.7 4 97.2
38 Storm Line BI: STA 2+00 0.5 90.9 26.7 1 98.8
39 Storm Line Al: STA 1+50 0.5 90.4 27.0 1 98.2
40 Storm Line A.2: STA 1+40 0.5 80.1 33.9 4 96.5
Comments: Where tested, materials were in compliance with project specifications.
Distribution:
(1) Catellus Development Corporation/
Ms. Kathy Treat
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone
(1) Tri-Tex Construction/Mr, Mitch Owen
(1) Pacific Builders/Mr. Brad Jameson
(1) Halff Associates/Mr. Derek Downs
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
BW/mm
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019