Gateway BP(1.4)-LR020807Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1 D -698 Gray yellowish brown clay w /gravel 22.9 97.1
REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
REEL1
REPORT OF FIELD DENSITY TESTS
a Haverty's Infrastructure
Gateway and Exchange
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 2
REPORT DATE: 08
REG PROJECT NO. 9256
TECHNICIAN: G. Ortiz
PAGE: 1 of 1
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
Level
1 07 -22 -02 Sanitary line: STA 03 +00
2 Sanitary line: STA 02 +89
3 Sanitary line: STA 02 +98
4 Sanitary line: STA 03 +97
5 Sanitary line: STA 03 +96
6 Sanitary line: STA 03 +95
7 Sanitary line: STA 03 +94
8 Sanitary line: STA 03 +93
9 Sanitary line: STA 03 +92
10 Sanitary line: STA 03 +91
11 Sanitary line: STA 03 +90
10.0
9.0
8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
93.1
94.4
93.8
94.1
94.9
93.7
95.1
94.4
93.9
94.5
95.5
25.8
24.5
24.7
24.2
24.4
25.2
24.1
24.7
25.5
24.8
24.1
1
1
1
1
1
1
1
1
1
1
1
95.8
97.2
96.6
96.9
97.7
96.4
97.9
97.2
96.0
97.3
98.3
Comments: Where tested, materials were in compliance with project specifications.
Mail
Distribution: (1) Catellus Development Corp./
Mr. Robert McCann
(1) City of Coppell /Mr. Larry Davis
(1) John S. Burns Construction/
Mr. Rich Kretsch
(1) Halff Associates, Inc./
Mr. Travis Markham
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
KEA/je
Cie 9.),
2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
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G R O U P