Northlake 635(5)-LR000126IN-PLACE DENSI STING
Date of Service:
Client No.:
Client:
01/14/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.:
Project No.:
Project:
0001960
94991457
8901 Carpem~ lq'wy. Suite
I IIIIIIII II
Report Date
01/26/2000
CoppeH Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
ServiCeS: In-place density testing.
CONT~C'I~R:
Butler Construction
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
Mo~ture ~$
I Lt. brown & tan shaley clay
22.0
FieM Test Methad:
ASTM D2922
ASTM D3017
98.5
+3% or above 92%
FIELD DENSITY TESTS
TEST
NO T~qT LOCATION
PROBE LIFT/
DEPTH ELEV
M/D MOISTURE DRY DENSITY DENSITY
No. (%) Q,cf) ('m mm0
Moisture Conditioned Bldg Pad
23 Grid line B/3
24 Grid line B.5/4
25 Grid line A.8/2
26 Grid line B.3/3.6
27 Grid line C.5f2.5
28 Grid line D.3/4.0
7th I 26.0 91.0 92
7th I 25.8 92.8 94
8th I 26.8 91.8 93
8th 1 26.3 91.4 93
Subgrade I 27.0 91.1 93
Subgrade I 26.4 93.0 94
Test results on this report meet project specification.
Second Trip: 12:30 p.m. to 1:30 p.m.
Third Trip: 4:00 p.m. to 5:30 p.m.
lti~l lta~ults Reported To: Contractor
T~: Roy Montgomery
(I) Tnmswestern Propexxy Company
(1) O'Brien & Associa~
(!) Teclmistructures, Inc.
(1) Butler Construction
Start~l: 7:30a
(1) City of Copp~ll
(1) City of Coppell
Finished: 8:30a
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full ~ the writte~ apl~oval ofHBC F. ngim~m~ Inc.
IN-PLACE DENSITY C)STING
Date of Service: 01/12/2000
Client No.: 85229000
Client: Transwestern Property Company
Atto: Jamos Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.:
Project No.:
Project:
0001846
94991457
Ddm, T~m ?S24'7
H
Report Date
01/26/2000
Coppell Commerce Center
1234 Lakeahore (Bldlb B)
Coppell, Texas
Services: In-place density testing
CONTRACTOR:
Butler Construction
MOISTUR~ D~N~TY I~aLATION$:
M/D No. l~a'lption
PROJECT DATA
Laboratory Test Me~od:
ASTM D-698
1 Lt. brown & tan shaley day
Matsture %
22.0
Fidd T~st Method:
ASTM D2922
ASTM D3017
98.5
ProJoct Requlremmda
Mebmro l),mity
+3% or above 92%
FIELD DENSITY TESTS
~ PROBE LIFT/
NO Tier LOCATION DKI~'H EI~V No.
MOI~TUR~ DRY DKNSITY DBI~--ITY
~) ~ O~ maz)
Moisture Conditioned Bldg Pad
11 Grid line B/1.8 1st 1 26.0
12 Grid line B/3 1st I 26.8
13 Grid line B.5/1.5 2nd I 26.2
14 Grid line B.5/4 2nd 1 25.4
Test result~ on this report meet project specification-
92.8 94
93.4 95
93.8 95
95.1 97
Second Trip: 10:30 a.m. to 12:00 p.m.
Technicbn: Roy Montgomery
R~port Distribution:
(1) Trmswe~em l~pmy Ccmpmy
(1) ~ & Associates
(1) Tedmi~_ _~_ ~s, Inc.
Started: 7:30a
(1) City er CoppeU
(1) city d coppdl
Finished: 8:30a
En Inc.
Paul D. Smith, P.E.
Smi,x Ptoj~t ~
This report is ~ciusivdy t~' the use ~the ciimt indicated above md dudl n~ be repr°duced e~h~~~~~
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