Northlake 635(5)-LR000225IN-PLACE DENSITY 3( STING
Date of Service:
Client No.:
CIAent:
O2/09/2000
85229000
Transwestem Property Company
Atto: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Ddm. T--M'TS247
Report No.: 0004040
Project No.: 94991457
Report Date
02/25/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services:
CONTRACTOR:
Butler Construction
MOISTURE DENsrrY RELATIONS:
M/I) No. Descrip~i(m
PROJECT DATA
I~boratory T~
ASTM D-698
ASTM D2922
ASTM D3017
1 Lt brown sand w/tan & brown sandstone
Mftrimum PFoJect Requirenun~
Mdsmre % Demity pcr Metsmre mmity
14.0 112.5 -2/+2% 95%
FIELD DENSITY TESTS
TKST PROBE LII~I M/D MOLSTURE DRY DBNSITY
NO TF.~ LOCATION DBPrH ~T,~V No. (%) (pal)
Building Pad, Sdect Fill
81 Building line J/8 Final 1 12.1 110.5
82 Building line K/6 Final 1 12.8 106.9
83 Building line J/4.5 Final I 12.4 100.5
84 Building line H.8/3 Final 1 12.2 110.6
85 Buildingline L5/2.8 Final 1 15,2 108.0
86 Building line L/2 Final I 12.8 107.3
87 Buildingline K/4 Final I 12.3 108.1
88 Building line L/5 Final I 12.9 107.6
89 Building line K.5/6.8 Final 1 13.8 110.4
90 Building line L/8.5 Final I 14.1 110.7
91 Buildingline K.8/11 Final 1 14.6 110.9
92 Building line J/l 1 Final 1 14.8 114.0
93 Rete~ of #83 Final I 12.7 .- 111.6
An asterisk (*) appears next to test results which do NOT meet the project specification~
D~
(% max)
98
95
89*
98
96
95
96
96
98
98
99
101
99
O'/Ss
This report is ~cimivdy for the use ~the ciimt ~ ab°v~ mdsludl nat bo rePr°duced °:°tVt in M ~b ~ ~ ~ ~ ~ ~
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I N-PLACE DENSITY TING
Date of Service:
Client No.:
Client:
02/14/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
I I
Report No.: 0004390
Project No.: 94991457
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: In-place density testing.
Butler Construction
PROJECT DATA
Laboratory Test Method:
ASTM D-698
MOISTURE DENSITY RELATIONS:
M/D N~ Description
ASTM D2922
ASTM D3017
I Lt brown sand w/tan & brown sandstone
Ma-~,m Project l~luiremel~
Moisture % Density pcf Moisture DemRy
14.0 112.5 -2/+2% 95%
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Building Pad, Select Fill
94 Building line J.5/11
95 Building line J/9.8
96 Building line J.5/7.8
97 Building line J/6
98 Building line K/4
99 Building line J/2.8
100 Building line K/2
101 Building line K.5/3.5
102 Building line L.5/4.5
103 Building line L/6
104 Building line K.8/7.5
105 Building line K.5/10
106 Building line C.8/10
PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
DEPTH ELEV No. (%) (pcf) (% max)
6" Final I 12.1 111.5 99
6" Final 1 12.8 109.9 98
6" Final 1 12.0 110.8 99
6" Final 1 12.0 107.6 96
6" Final 1 12.3 108.4 ~96
6" Final 1 12.7 111.5 99
6" Final 1 12.4 112.3 100
6" Final 1 12.6 110.5 98
6" Final I 12.2 108.4 96
6" Final I 12.8 109.3 97
6" Final I 13.1 110.7 98
6" Final 1 12.0 111.3 99
6" Final . 1 12.3 .~ 109.0 97
This repo~ is exclusively for ~he use of the clieat indicated above and shall no~ be reproduced except in full withoat ~he writ~ea ~pprov~l of HBC Engineering, Inc.
07SS Page I of 2
~eport No.: 0004390
TEST
NO TEST LOCATION
PROBE LIFT/
DEPTH ELEV
107 Building line C/8
108 Building line C.5/5
109 Building line C/3
110 Building line C.8/1.8
111 Building line B/1.5
112 Building line B/3
113 Building line A.$/5
114 Building line B/6.5
115 Building line A.8/8
116 Building line B/9
117 Building line A.5/10.5
M/D MOISTURE DRY DENSITY
No.
6" Final I 12.8
6" Final I 12.0
6" Final 1 13.6
6" Final I 13.0
6" Final 1 12.7
6" Final 1 12.0
6" Final 1 12.6
6" Final 1 13.1
6" Final 1 12.4
6" Final I 12.0
6" Final 1 12.8
Test results on this report meet project specification.
108.7
106.9
1'11.7
114.7
110.0
110.8
108.4
109.3
107.8
110.7
111.2
DEN~lTY
max)
97
95
99
102
98
99
96
97
96
98
99
Technidan: Roy Montgomery
Report Distribution:
(!) Transwestem Property Company
(1) O'Brien & Associates
(!) Teclmistructures, Inc.
(I) Butler Cons~'uction
Started: 7:30a
(1) City of Coppell
(1) City of Coppell
Finished: 9:30a
H~ E, .~g, Inc.
Paul . Smith, P.E.
Senior Project Engineer
This relxm is exclusively for the use of Ihe client indicated above and shall not be reproduced except in full without ~he written npproval of HBC Engineering,
O/SS Page 2 of 2
CONCRETE COMPR SIVE STRENGTH
Date of Service: 02/17/2000
Client No.: 85229000
Report No.: 0004698
Project No.: 94991457
8901 Carpenter FrwT., Suite #100
~ T~.~-~ 7~47
Report Date
02/25/2000
Client: Transwestem Property Company Project:
Attn: /ames Oaspard
12221 Merit Drive, ~450
Dallas TX 75251
Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLnt~r: 22
SPECIFICATION REQ~
STmY~(~T~: 3000 psi @ 28 Days
5-7"
N/A
ASTM C-143
ASTM C-172 '
ASTM C-39
SAMPLE LOCATION:
Piers L/9, L/10, Idl I
PROJECT DATA
~vflx ~o.: 9337
~'LAC~ OAT~: 02/17/2000 ~ATC~ TI~: N/A
Tn~SAM~ED: 10:33am aY: Roy Montgomery
WEATHER CONDITIONS:
TEMPERATURE 0t) - Am
T~UCKnO: 33
Am COt~'Eh'T (%): N/A
PLACEMENT LOCATION:
Technician Tin~:' See Report ~04697
Light rain, cloudy
76 F CONCRETE: 80
T~cKxr~qo: 503630
uh'rr WEIGHT Cucf): N/A
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEA~0RED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (ll~ ferc~) (Ira')
6.00 02/24/2000 7 94270 3330
6.00 02/24/2000 7 90740 3210
Average 3270
1 3 6.00 03/16/2000 28
1 4 6.00 03116/2000 28
Technician: Roy Montgomery
Report Distribution:
(1) Tramw~tem ~ Company
(!) O'Brien & A~ociat~
(!) Butler Construction
(1) City of Coppell
(1) City of Coppell
H~ E~-tng, Inc,
Paul D. Smith, P.E.
This report is exclusively for the us~ of the client indicated above and shall not be reproduced except in full without tbe writtan approval olr['lBCEn~& Inc.
OILL Page 1 of I
CONCRETE COMPR{ SIVE STRENGTH
a division
8901 Carpmt~ Frwy., Sula
Date of Service:
Client No.:
02/16/2000
85229000
Report No.: 0004574
Project No.: 94991457
Report Date
02/25/2000
Client:
Transwestem Property Company
Atto: Sames Oaspard
12221 Merit Drive, 8450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
Am:
TEST METHOD:.
CONTaACTOa: Butler Construction
CONCagrE suPPt,W.a: Pioneer
PtStNT: 29
SPECIFICATION REQUmEMENTS
ST~ENOTH: 3000 psi @ 28 Days
5-7"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
Pier L/2, If3, I./4, L/6
PROJECT DATA
MXX U).: 9337
PLACEMENT DATE: 02/I6/2000 SnTCn Tn~: N/A
Tn~ SAM~n: 2:08pm sY: Roy Montgomery
WEATHER CONnmONS:
TEMPgRATURE (F) - Allt
~UCK NO: 1912
Ant corm=vt ¢~): N/A
PLACEMENT LOCATION:
Cloudy
68 F CONCV,~m: 70
TICS~'r ~0: 455834
uNrr w~xom' (ye0: N/A
Technician Thn~: See Report #0004573
REPORT OF TESTS
ACCUMULATIV~ YARI~: 10
CYLINDER MEAS~
MA~O~D SI. KrMP
s~r NO. (inches)
I 1 5.00
I 2 5.00
1 3 5.00
I 4 5.00
DATE
~D
02/23/2000
02/23/200O
03/15/2000
03/15/2000
MAXIMUM COMI~E~IYE
AGE LOAD STRENGTH
(~ar~) (~. f~) ~
7 104030 3680
7 96470 3410
Average 35~0
28
28
Technician: Roy Montgomery
Report Distribution:
(1) Transwestera Property Company
(1) O'Brien & Associates
(1) Technistructures, Inc.
(1) Butler Comlruction
(I) City of CoppeH
(!) City of Coppell
Paul D. Sumith, P.E.
This rcport is exclusively for the use of thc client indicated above and shall not be reproduced except in full wilhout the written approval of HBC Engineering. Inc.
0ILL
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