Northlake 635(5)-LR000202E N-PLACE DENSITY ( STING
Date of Service:
Client No.:
Client:
01/25/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, 8450
Dallas TX 75251
8901 Carp~ater IN'wy. ~tit~ #100
Report No.: 0002810
Project No.: 94991457
Report Date
02/02/2000
Project:
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
M/D No. Description
PROJECT DATA
Laboratory Test Methml:
ASTM D-698
Moisture
1
2
Dk brown clay
Lt. brown & tan shaley clay
21.5
22.0
Maximum
l)ensity pct'
100.0
98.5
Field Test Method:
ASTM D2922
ASTM D3017
Project R~lnle~m~t~
Moisture Density
+3% or above 92%
+3% or above 92%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Water Injected Bldg Pad
39 Building line F/2.5
40 Building line G.5/3
41 Building line H.5/2
42 Building line J/1.5
43 Building line K.5/1.5
44 Building line L/3.3
45 Building line L/5
46 Building line L/7
47 Building line L/8.5
48 Building line L/11
49 Building line J.5/11
PROBE LIFT/ M/D
DEPTH ELEV No.
MOISTURE DRY DENSITY DENSITY
(%) (pc0 (% max)
Final 1 24.8 95.2 95
Final I 25.9 92.0 92
Final I 27.1 92.0 92
Final 1 24.5 97.8 98
Final 1 27.4 92.3 92
Final 1 25.7 94.3 94
Final 1 25.5 92.9 93
Final I 25.9 92.5 93
Final 1 24.5 95.3 95
Final 1 26.5 92.1 92
Final 1 26.3 94.8 95
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07SDS Page I of 2
l~eport No.: 0002810
T~ST
NO TEST LOCATION
PROBE LIFFI M/D
DEPTH ELEV No.
50 Building line J/8
51 Building line J/6
52 Building line J/4.5
53 Building line J.5/4
54 Building line J.3/2
55 Building line K/7
56 Building line K/10
Moisture Conditioned Bldg Pad
57 Building line C.5/2, northwest comer of
building pad
58 Building line C.8/4.3, northwest comer of
building pad
59 Building line D.5/1.8, northwest comer of
building pad
60 Building line D/4, northwest comer of
building pad
lie:
MOk~TURE DRY DEN~n'Y Ol~3[i~
(%) (pd) (% max)
Final 1 25.4 94.3 94
Final 1 27.1 92.0 92
Final 1 24.8 95.4 95
Final 1 27.0 92.6 93
Final 1 25.7 94.0 94
Final 1 26.7 93.4 93
Final 1 28.0 92.0 92
6th 2 25.6 92.6 94
6th 2 26.0 91.4 93
7th 2 25.5 92.3 94
7th 2 25.3 93.8 95
Test results on this report meet prOject specification.
Fkid Results Reported To: Everett w/Bulter Construction
Technktan: Roy Montgomery
Report Distribution:
(I) Transw~stem Property Company
(1) O'Brien & Associates
( I ) Technisttuctures, Inc.
(I) Butler Construction
Started: 12:00p
(1) City of Coppell
(1) City of Coppell
Finished: 2:00p
~ En~g, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the written approval of HBC Engineerins, Inc.
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