Northlake 635(5)-LR000201IN-PLACE DENSITY STING
Date of Service: 01/26/2000
CHeat No.: 85229000
Client:
Tmnswestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.:
Project No.:
0002891
94991457
a division ofl~
8901 Carpenter Frwy. Suite #1~0
Dallas, T~xa~ 75247
II I
Report Date
02/01/2000
Project:
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: In-place density testing.
CONTRACTOR:
Butler Construction
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Gray & med brown clay w/tan & gray limestone
Maximum
Moisture % Density pcf
18.0 106.5
Field Test Method:
ASTM D2922
ASTM D3017
Project Requirem~a~
Moisture D~nsity
+3% or above 92%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROBE LIFT/ M/D
DEPTH ELEV No.
MOISTURE DRY DENSITY DENSrrY
(%) (pcO (% max)
61 Building line C.5/2.5
62 Building line D/4.5
63 Building line C.8/1.8
64 Building line C.5/4
8th 1 22.6
9th 1 22.0
8th 1 21.8
9th 1 22.4
Test results on this report meet project specification.
100.7
101.2
100.9
102.1
95
95
95
96
Field Results Reported To: Contractor
Technician: Roy Montgomery
Report Distribution:
(1) Tmnswestem Property Company
(1) O~ri~n & A~sociates
(1) Technislmctures, Inc.
(I) Buffer Construction
Started: 1 l:30a
(I) City of Coppell
(1) City of Coppell
Finished: 12:30p
I-~ E~ring, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for thc use of the client indicated above and shall not bc reproduced except in full without the written approval of HBC Engineerins, Inc.
07SDS Page 1 of I
N;PLACE DENSITY
o dh,,is~on of~
Date of Service: 01/24/2000 Report No.: 0002697 Report Date
02/01/2000
Client No.: 85229000 Project No.: 94991457
Client: Tramwestem Property Company Project:
Attn: James Craspard
12221 Merit Drive, #450
Dall~s TX 75251
Coppdl Commerce Center
1234 Lakeahore (Bld~ B)
Coppell, Tex~s
Services: In-place density testiag.
CONTRACTOR:
Butler Comtmction
PROJECT DATA
Labor~tory T~t Method:
ASTM I)-698
Fldd Test Mdhod:
ASTM D2922
ASTM D3017
MOI~I~JRE DENSITY I~I~I,~kTIONS:
MID Ne, Description
1
2
Gray & reed brown day w/tan & gray limestone
Lt. brown, tan & gray shaley clay w/calcareous
nodules
Mdstur~ %
18.0
24.5
Mt',rimu~li
106.5
96.0
+3% or above 92%
-1/+3% 95%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
PROI~
KLEV
biff) MOISTURE DRY DEIqSITY DENSITY
~o. (%) (~d) (% mx)
Moisture Conditioned Pad
29 Buildingline D/3, northwest comer
30 Buildingline C.8/4.5, northwest comer
31 Building line D.8/1.8; northwest comer
32 Building line D.5/4, northwest comer
Wa~r Line Trench Baddal
33 Station 5+80
34 Station 5+80
35 Station 6+95
36 Station 6+95
37 Station 9+25
38 Station 9+25
4th 1 22.6 100.2 94
5th 1 23.6 100.0 94
4th I 22.0 101.0 95
5th 1 24.8 100.6 95
1 st 2 24.8 94.1 98
2nd 2 25.1 93.9 98
1st 2 23.6 95.6 100
2nd 2 24.8 93.7 98
1st 2 23.5 92.9 97
2nd 2 25.7 94.8 99
Test results on ,hlf report meet project specification.
This repc~ is ex'dmivdy for fl~e use c~the climt indicated ab°ye md shall not be r~ ~ ~ ~ ~ ~e ~ ~ ~ ~~ ~
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