Northlake 635(5)-LR000317IN-PLACE DENSITY T TING
Date of Service:
Client No.:
Client:
Services:
03/13/2000
85229000
Transwestern Property Company
Atto: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
In-place density testing.
CONTRACTOR:
Butler Construction
MOISTURE DENSITY RELATIONS:
MfD No. Description
PROJECT DATA
1
2
Laboratory Test Method:
ASTM D-698
Gray & med brown clay w/tan & gray limestone
Lt. brown, tan & gray shaley clay w/calcareous
nodules
Moisture %
TEST
NO TEST LOCATION
18.0
24.0
Report No.: 0006934
Project No.: 94991456
Project: Coppell C
1221 S. B
Coppell,
a division of'llmm:un
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Field Test
ASTM
ASTM
Maximum
Density pcf
106.5
96.0
ommerce Center
~ltline (Bldg. A)
'exas
)2922
)3017
+3o~
Project Requirements
[oisture Density
or above 92%
or above 92%
FIELD DENSITY TESTS
PROBE LIFT/ M/D MOISTU]
DEPTH ELEV No. (%)
Moisture Conditioned, Bldg A
122 30' east of west, 50' south of north
123 45' east of west, 25' south of north
124 65' west of east, 40' north of south
I25 50' east of west, 60' south of north
126 150' east of west, 55' south or north
127 20' east of west, 25' south of north
128 80' east of west, 10' south of north
129 170' east of west, 20' south of north
TBG/lst 1 21
6'BG/2nd 1 21
5'BG/3rd 2 2~.
4'BG/4th 2 2~.
3'BG/5th 2 2~
2'BG/6th 2 2t
l'BG/7th 1 2~
G/F 2 21
Test results on this report meet project specification.
DRY DENSITY
(pc0
Report Date
03/17/2000
DENSITY
(% max)
.8 99.9 94
.6 100.2 94
L5 89.0 93
1.2 89.4 93
;.3 90.9 95
:.6 89.8 94
.2 101.4 95
',.5 90.8 95
BG = below grade
G/F = grade/final
Field Results Reported To:
Technician: Jessie Tipton
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Construction
Everett w/Butler Construction
Started: 3.5hrs
(1) City of Coppell
(I) City of Coppell
Finished:
Pat
Sen
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte
:1 D. Smith, P.E.
or Project Engineer
approval of HBC Engineering, Inc.
07SDS Page I of I
IN-PLACE DENSITY T TING
Date of Service:
Client No.:
Client:
Services:
CONTRACTOR:
Butler Construction
03/07/2000
85229000
Transwestem Property Company
Atto: James C-aspard
12221 Merit Drive,//450
Dallas TX 75251
In-place density testing.
a division
8901 Carlnator Fray., Suito #100
D~I~, Ta~a~ 75247
Report No.:
Project No.:
Project:
0006418
94991456
Coppdl C
1221 S. B
Coppell,
ommerce Center
ltline (Bldg. A)
'oxas
MOI~URE DENSITY RELATIONS:
M/D No. Description
PROJECT DATA
Laboratory Test M~thod:
ASTM D-698
Lt. brown sand w/sandstone & day balls
Moisture %
TEST
NO TEST LOCATION
14.0
114.0
Field T~t 1~ thod:
ASTM )2922
ASTM )3017
Project Requirements
] loisture Denstt7
- t/+3% 95%
FIELD DENSITY TESTS
Building pad
115 30' south of north, 75' east of west
116 25' north of south, 180' east of west
117 35' south of north, 250' east of west
118 30' west of east, 150' south of north
119 40' north of south, 60' west of east
120 30' south of north, 175' west of east
121 35' north of south, 260' west of east
Technician Time: 3 hours
PROBE LIlrrl M/D MOI~TU
DEPTH ELEV No. (%)
1st 1
1st 1
1st 1
1st 1
1st 1
1st 1
1st 1
Test results on this report meet project specification.
Finished:
Started:
0) City o~ Copp~
0) City ff Copp~
Field Results RepoFted To: Supt. w/Weir Construction
Tedmidan: Jessie Tipton
Report Distribution:
(1) Trmswestan Property C~npmy
(I) O~Srim & Associates
(1) Teehnlnkmctures, Inc.
(1) Butler Ce~xuctkn
Pal
This report is exclusively f~ the use of the client indicated above md shall not be reproduced except in full without the wriiIen
1:
EL2
1:;.3
1,L4
I:LO
EL9
1,L1
DRY DENSITY
Report Date
03/17/2000
DENSITY
(% m~)
L6 110.4 97
111.0 97
109.0 96
110.2 97
109.7 96
109.9 96
109.3 96
ring, Inc.
fl D. Smith, P.E.
[or Project Engineer
approval ~' I-IBC l~olne~4ng. Inc.
07SDS Page 1 of 1