Northlake 635(5)-LR000913CONCRETE COMPR"SSIVE STRENGTH TE"'
Date of Service:
Client No.:
Client:
08/15/2000 Report No.:
85229000 Project No.:
Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
00212~
9499 lz
Coppe]
1221 S
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENaTm 4000 psi @ 28 Days
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
M~X I.D.: 9351
PLACEMENT DATE: 08/15/200~
TIME SAMPLED: 10:48am BY:
WEATHER CONDITIONS: Clear
TEMPwRArORE(~3.AIR 98 F
TRUCK NO: 1097 TIC~
AIR CONTENT (%): 4.8
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 4.75 08/22/2000 7 63270
2 2 4.75 08/22/2000 7 66710
Average
2 3 4.75 09/12/2000 28 99490
2 4 4.75 09/12/2000 28 100350
Average
Sample location: 110' North, 20' W of SE end of left turning lane
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01LL Page 2 of 3
a division of~t~'-~:~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
:3 Report Date
09/13/2000
.56
Commerce Center
Beltline (Bldg. A)
1, Texas
ired field test and cast
BATCH TIME: 10.' 13am
elario Villanueva
CONCRETE: 94 F
~TNO: 651923
U ~IT WEIGHT (pcf): N/A
CCUMULATIVE YARDS: 1 i0
COMPRESSIVE
STRENGTH
(psi)
2240
2360
2300
3520
3550
FRACTURE
TYPE
-ittcn approval of HBC Engineering, Inc.
CONCRETE COMPR'"3SIVE STRENGTH TE e"?
Date of Service: 08/15/2000 Report No.:
Client No.: 85229000 Project No.:
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
00212:
949914
Coppel]
1221 S.
Coppel]
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
3-6%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 08/15/2000
TreE SAMPLED: l:40pm
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 1805
AIR CONTENT (%): 4.6
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 ! 5.00 08/22/2000 7 69260
3 2 5.00 08/22/2000 7 68920
Average
3 3 5.00 09/12/2000 28 95760
3 4 5.00 09/12/2000 28 97530
Average
Sample location: 10' South, 80' W fire lane of NE corner of approac
Technician: Mario Villanueva
Report Distribution:
(1) Transwestem Property Company
(1) O'Brien & Associates
(1) Technis~'uctures, Inc.
(1) Butler Construction
Started: 9:00am Finished: 3:00pm ~
(1) City of Coppell
(1) City of Coppell
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
ENCtNEI~,~, II~
a aivisio, of'l~fr-ac~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Commerce Center
Beltline (Bldg. A)
Texas
Report Date
09/13/2000
ed field test and cast
BATCH TIME: 12:19pm
BY: l~Iario Villanueva
Clear
1
99 F ~ONCRETE: 94 ~
TICKET NO: 651939
Ub IT WEIGHT (pc0: N/A
AI;CUMIJLATIVE YARDS: 218
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
2450
2440
2450
3390
3450
3420~
entrance~
Vice President
approval of HBC Engineering, lac.
01LL Page 3 of 3
CONCRETE cOMPRESSIVE STRENGTH TES £
a clivision ofl~m-~c~n
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 08/15/2000 Report No.: 002128 09/13/2000
Client No.: 85229000 Project No.: 949914 6
Client: Transwestem Property Company Project: Coppel Commerce Center
Attn: James Gaspard 1221 S. Beltline (Bldg. A)
12221 Merit Drive, #450 Coppel Texas
Dallas TX 75251
Services: Obtain samples of fresh concrete at the placement locations, perform requi ed field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler Construction MIX I.D.: 9351
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 08/15/200(~ BATCH TIME: 8:36am
PLANT: 22 TIME SAMPLED: 9:28am BY: [Vlario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear 1
STRENGTH: 4000 psi @ 28 Days T~MPERATURE (F)-AIR 95 F ~ONCRETE: 92 F
SUtmP: 3-5" TRUC~ NO: 1097 TICI~T NO: 651910
AIR: 3-6% AIR CONTENT (%): 4.8 UI qIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Left turning lane off Beltline and fire lane at ;E corner of entrance approach
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ;CUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 08/22/2000 7 94880 3360
1 2 5.00 08/22/2000 7 92160 3260
Average 3310
1 3 5.00 09/12/2000 28 113910 4030
I 4 5.00 09/12/2000 28 111940 3960
Average 4000
Sample location: 50' North, 5' E of S end of left turning lane
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ritten approval of HBC Engineering, Inc.
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