Gateway BP(1.4)-LR020912REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
Description
Proctor I ASTM
No. Standard
1 D -698 Gray yellowish brown clay w /gravel
Olive brown severely weathered shale
Optimum Maximum
Moisture, Density, PCF
2
D -698
22.9
22.6
97.1
98.3
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor
ID
Compaction
vel
32 08 -16 -02 Storm Line A: STA 10 +62
33 Storm Line A: STA 10 +63
34 Storm Line A: STA 10 +64
35 Storm Line A: STA 10 +65
36 Storm Line A: STA 7 +50
37 Storm Line A: STA 7 +51
38 Storm Line A: STA 7 +52
39 Storm Line A: STA 7 +53
40 Storm Line A: STA 5 +70
41 Storm Line A: STA 5 +69
42 Storm Line A: STA 5 +68
43 Storm Line B: STA 6 +40
44 Storm Line B: STA 6 +41
45 Storm Line B: STA 6 +42
4.0
3.0
2.0
1.0
4.0
3.0
2.0
1.0
3.0
2.0
1.0
3.0
2.0
1.0
92.4
92.7
93.6
93.2
92.8
93.3
94.1
94.3
93.1
93.5
94.4
93.6
94.1
94.6
26.7
26.2
25.3
25.8
26.1
25.7
24.8
24.6
26.1
25.3
24.1
25.4
24.8
24.3
1
1
1
1
1
1
1
1
1
1
1
2
9
2
95.1
95.4
96.3
95.9
95.5
96.0
96.9
97.1
95.8
96.2
97.2
95.2
95.7
96.2
Comments: Where tested, materials were in compliance with project specifications.
Submitted by:
REED ENGINEERING GROUP, INC.
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) HalffAssociates, Inc./
Mr. Travis Markham
REEL]
REPORT OF FIELD DENSITY TESTS
mi. u ppo Haverty's Infrastructure
Gateway and Exchange
Coppell, Texas
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 7
REPORT DATE: 09 -12 -02
REG PROJECT NO. 9256
TECHNICIAN: D. French
PAGE: 1 of 1
Original Signed By
r
Keith E. Atkins
Manager, CMT 7
BW!cn
2424 STUTZ DR. SUITE 400 DALLAS. TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
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