Northlake 635(5)-LR000131IN-PLACE DENSITY r' STING
Date of Service:
Client No.:
Client:
01/24/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0002696
Project No.: 9499145
Project: Coppell
1221 S.
CoppelL~
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
PROJECT DATA
Laboratory Test Method:
ASTM D-698
Field Test
ASTM
ASTM
Maximum
a division
8901 Carpenter Frwy. Suite #100
Dallas, Texas 752.47
Report Date
01/31/2000
:ommerce Center
5eltline (Bldg. A)
Texas
Eethod:
D2922
D3017
Project Requirements
M/D No.
TEST
NO
Description
Lt. brown, tan & gray shaley clay w/clacareous
nodules
Dk brown clay
Moisture % Density pcf
Gray & med brown clay w/tan & gray limestone
TEST LOCATION
Water Line
26 Station 1+00
27 Station 1+00
28 Station 2+50
29 Station 2+50
30 Station 4+00
31 Station 4+00
32 Station 6+00
33 Station 6+00
34 Station 8+50
24.5 96.0
21.5 100.0
18.0 106.5
FIELD DENSITY TESTS
PROBE LIFT/ M/D MOIST1
DEPTH ELEV No. (%)
Moisture
Density
0.8 96.4 96
1.8 98.0 98
0.7 95.5 96
rl .2 95.0 95
.0.8 97.4 97
,1.7 99.2 99
7.6 102.0 96
7.2 101.3 95
;4.6 93.6 98
ten approval of HBC Engineering, Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
07SDS Page I of 2
1st 2
2nd 2
1st 2
2nd 2
1st 2
2nd 2
1st 3
2nd 3
1st l
JRE DRY DENSITY DENSITY
(pet) (% max)
· 1~3% 95%
.1~3% 95%
.1/+3% 95%
Report No.:
OOO2696
TEST
NO
35 Station 8+50
36 Station 9+75
37 Station 9+75
TEST LOCATION
PROBE LIFT/ M/D MOISTU
DEPTH ELEV No. (%)
2nd 1 2,
1st 1 2
2nd 1 2
Test results on this report meet project specification.
Station 0+00 at southeast corner,
Technician: Roy Montgomery
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
moving north towards northeast corr
Started: 2:00p
(I) City of Coppell
(1) City of Coppcll
Finished: 3:00p
~ ing, Inc.
Pll D.~Smith, P.E.
Set ior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~
07SDS Page 2 of 2
en approval of HBC Engineering, Inc.
L0 91.3 95
5.8 92.9 97
L7 92.0 96
RE DRY DENSITY DENSITY
(pcf) (% max)