Gateway BP(1.4)-LR020829Proctor
No.
ASTM
Standard
Description
Optimum
Moisture,
Maximum
Density, PCF
1
2
D -698 Gray yellowish brown clay w /gravel 22.9 97.1
D -698 Olive brown severely weathered shale 22.6 98.3
REPORT OF FIELD
Haverty's In
G
Gatteway ay and
Coppell,
REPORTED TO: Catellus Development Corp.
5720 LBJ Freeway, Suite 190
Dallas, Texas 75240
ATTN: Mr. Robert McCann
CONTRACTOR: John S. Burns Construction
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
�9
r
DENSITY TESTS
rastructu re
Exchange
Texas
R EEL] I Ef IG I I IEERInG
GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT NO. 6
REPORT DATE: 08 -29 -02
REG PROJECT NO. 9256
TECHNICIAN: J. Baradziej
PAGE: 1 of 1
12 08 -06 -02 Box Culvert Line A: STA 4 +00
13 Box Culvert Line A: STA 3 +95
14 Box Culvert Line A: STA 3 +90
15 Box Culvert Line A: STA 3 +85
16 Box Culvert Line A: STA 3 +80
17 Box Culvert Line A: STA 3 +80
18 Box Culvert Line A: STA 3 +75
19 Box Culvert Line A: STA 3 +70
20 Box Culvert Line A: STA 3 +65
21 Box Culvert Line A: STA 3 +60
22 Box Culvert Line B: STA 4 +00
23 Box Culvert Line B: STA 3 +95
24 Box Culvert Line B: STA 3 +90
25 Box Culvert Line B: STA 3 +85
26 Box Culvert Line B: STA 3 +80
27 Box Culvert Line B: STA 3 +80
28 Box Culvert Line B: STA 3 +75
29 Box Culvert Line B: STA 3 +70
30 Box Culvert Line B: STA 3 +65
31 Box Culvert Line B: STA 3 +60
6.0
5.3
4.5
3.8
3.0
3.0
2.3
1.5
0.8
0.0
6.0
5.3
4.5
3.8
3.0
3.0
2.3
1.5
0.8
0.0
93.1
93.2
94.3
92.7
92.8
92.4
93.3
93.8
92.7
93.2
93.4
93.9
92.4
92.7
93.6
94.0
93.3
93.1
94.7
94.8
24.3
25.0
25.3
24.7
25.4
26.8
24.9
25.0
24.9
24.2
27.0
26.9
25.6
25.6
24.9
25.5
24.9
26.7
25.2
24.9
95.9
96.0
97.1
95.5
95.6
95.2
96.1
96.6
95.5
96.0
96.2
96.7
95.2
95.5
96.4
96.8
96.1
95.9
97.5
97.6
Test
No.
Date
Location
Depth
Below
Final S. G.
(feet)
Field
Density
(pcf)
Field
Moisture
Proctor Compaction
ID Level
Comments: Where tested, materials were in compliance with project specifications.
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Keith E. Atkins
Manager, CMT
BW /cn
77 t
2424 STUTZ D SUITE 400 DALLAS, TX 75235 TEL [214] 350 5600 FAX [214] 350 0019
G ROLJ F