Northlake 635(5)-LR000317DEPORT OF DRILLEI~ELLED PIER INSPEG~ON
Date of Service: 03/09/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
SerViCeB: Drilled belled pier inspection.
,>1~
a div[sion ojl~irraoon
8901 Carpenter' Fl'w7-,Suite 8100
Report No.: 0006584
Project No.: 94991457
Report Date
03/17/2000
Project: Coppeil Coaunercx Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
On this date, an HBC Engineering technician arrived at the above referenced
jobsite as scheduled for drilled belled pier inspection. See attached sheet for
recorded data.
NOTE: Existing grade was excavated before piers were drilled.
Technician Time: 6:30 a.m. to 5:00 p.m.
Technician: Roy Montgomery ~ En ' InC.
ILeport Distribution:
tt> Transvvestpa Y Company (t) city of Coppeu Paul D. Smith, P.E.
(I) O'Brien 8c Associates (1) City of Coppell Senior Proja~ Engroeer
(t) Technistruetures, Inc.
(1) ButlerCoastruction
This ropcxt is exclusively for the use of dw cheat indicated above and shall act be reproduced except in full W'it6twt die writoea ap@ro~1 ~ I{BC af• ~'
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CONCRETE COMPRE~'~IVE STRENGTH TEST
ENGINEERING', INC.
a division of ~~frBC017
8901 Carpenter Frwy., Suite #100
Daltas, Texas 75247
Re ort No.: 0004448 Report Date
Date of Service: 02/15/2000 p 03/17/2000
Client No.: 85229000
Client: 'Transwestern Property Company
Attn: James Gaspard
12221 Merit. Drive, #450
Dallas TX 75251
Project No.: 94991457
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.
PROJECT DATA
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
sTRENGTII: 4000 psi @ 28 Days
SLUMP: S.O~~ M3X
AIR: 3-5°I~
TEST METHOD: ASTM 0-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See placement location
1,llx I.D.: 9351
PLACEMENT DATE: O2I1S/2000 BATCH TrnIE: 4:45am
TIME sAMPLED: S:15am BY: Steve Campbell
wEATIIER CONDITIONS:
TEMPERATURE (F) -AIR
TRUCK NO: 842
AIR CONTENT (%): 8.O
YLACENIENT LOCATION:
Paving/ south of slab
See attached sketch.
REPORT OF TESTS
CYLINDER MEASURED
D'IARKED SLUMP
SET NO. (inches)
1
1
1
1
1 6.00
2 6.00
3 6.00
4 6.00
Clear
4S F CONCRETE: S6 F
TICKET NO: 503428
UNIT WEIGHT (pcf): l~l/A
ACCUMULATIVE YARDS: lO
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (Ibs. force) (psi) TYPE
02/22/2000 7 81070 2870
02/22/2000 7 84810 3000
Average 2940
03/14/2000 28 102530 3630
03/14/2000 28 101480 3590
Average 3610
a~
~~
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 HI3C Engineering, Inc.
GILL Yage I of 3
CONCRETE COMPRE~'~IVE STRENGTH TES'''
ENGINEERING, INC.
a division ojl(erfacort
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Re ort No.: 0004448 Report Date
Date of Service: 02/1S/2000 p 03/17/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #4S0
Dallas TX 7S2S1
PROJECT DATA
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: S.O~~ M1X
AIR: 3-S%
"PEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
2 1
2 2
2
2
3
4
See page 1
MEASUKED
SLUMP
(inches)
7.00
7.00
7.00
7.00
PLACEMENT DATE: O2/1S/2000 BATCH TIME: 4:SSam
1'mIE SAMPLED: 6:OOam BY: Steve Campbell
WEATHER CONDITIONS: Clear
TEMPERATURE (F) -AIR 4S F CONCRETE: SS F
TRUCK NO: 847 TICKET NO: SO3434
AIR CONTENT (°Io): 7.75 UNIT WEIGHT (pcf): l~l/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
DATE
TESTED
02/22/2000
02/22/2000
03/14/2000
03/14/2000
AGE
(days)
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
ACCUMULATIVE YARDS: 1O
MAXIMUM COMPRESSIVE
LOAD STRENGTH FRACTURE
(lbs. force) (psi) TYPE
7 84690 2990
7 87910 3110
Average 3050
28 96590 3420
28 100350 3SS0
Average 3490
.^~`
This report is exclusively (or the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
MIX I.D.: 93S 1
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
Project No.: 94991457
O1LL Page 2 of 3
CONCRETE COMPRE`'SIVE STRENGTH TEST
I~INE>~,~.
a division oj~~lYaCOfl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 752A7
Re ort No.: 0004448 Report Date
Date of Service: 02/1S/2000 p 03/17/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project No.: 94991457
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.
PROJECT DATA
CONTRACTOR: Butler Construction
CONCRETE SUPPLIEK: Pioneer
PLAN: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: S.0" Max
AIR: 3-S%
TEST METHOD: ASTMC-143
ASTM C-172
ASTM C-39
MIX I.D.: 9381
PLACEMENT DATE: O2/1S/2000 BATCH TIME: 6:3Oam
'IIDIESAMPLED: 7:1Sam BY: Steve Campbell
WEATHER CONDITIONS: Clear
TEMPERATURE (F) -AIR S6 F CONCRETE: 66 F
TRUCK NO: 842 TICKET NO: SO3442
AIR CONTENT (%): 4.75 UNIT WEIGHT (pcf): l~l/A
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: See page 1
REPORT OF TESTS ACCUMULATIVE YARDS: lO
CYLINllER MEASURED b1AXIMUM COMPRESSIVE
MARKEll SLUMP DATE AGE LOAD STRENGTH
SET NO. {inches) TESTED (days) (Ibs. force) (psi)
3 1 7.50 02/22/2000 7 86540 3060
3 2 7.50 02/22!2000 7 87910 3110
Average 3090
3 3 7.50 03/14/2000 28 108330 3830
3 4 7.50 03/14/2000 28 113080 4000
Average 3920
~~
~~
FRACTURE
TYPE
Technician: Steve Campbell Started: 3:OOam Finished: 9:OOam ~~ me in InC.
g g~
Report Distribution:
(1) Transwestern Property Company (l) City of Coppell
(1) O'Brien & Associates (l) City of Coppell Paul D. Sm1th, P.E.
(1) Technistructures, Inc. Senior Project Engineer
(l) Butler Construction
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 [nc.
O1LL Page 3 of 3
CONCRETE COMPRE~IVE STRENGTH TES'Q
Date of Service: 03/06/2000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Report No.: 0006233 Report Date
03/17/2000
Project No.: 94991457
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CoNTRA('TOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
sTRENGTH: 3000 psi @ 28 Days
SLUMP: 5-7~~
Ant: N/A
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Piers M.1/3.9, M/5 and M/4
DATE
TESTED
03/13/2000
03/13/2000
REPORT OF TESTS
CYLIINDER
MARKED
SET NO.
1 1
1 2
1 3
1 4
MEASURED
SLUMP
(Inches)
5.00
5.00
5.00
5.00
Technician: Roy Montgomery
Report Distribution:
(1) Transwestern Property Company
(l) O'Brien 8c Associates
(1) Technistructures, lnc.
(1) Butler Construction
04/03/2000
04/03/2000
Ma I.D.: 9337
PLACEMENT DATE: 03/06/2000 BATCH TIINlE: N/A
TII1~ sAMPLED: 3:18pm sY: Roy Montgomery
WEATHER CONDITIONS: Clear
TEMPERATURE (I~ -AIR 78 F CONCRETE: 8O F
TRUCK NO: 739 TICKET NO: 502566
ATR CONTENT (96): N/A UNIT WEIGHT (pd): N/A
PLACEMENT LOCATION:
Drilled Pies
Technician Time: See Report 1!0006232.
AGE
(da7s)
7
7
28
28
started:
(1) City of Coppell
(1) City of Copped
MAXII~IUM
LOAD
(lba farce)
91340
102750
Average
,~
a dlvistar ojlferraoon
89@1 Carpenter Frwyy $tllte 8100
ACCUMULATIVE YARDS: SO
coMPRESSr~E
STR@iGTH
FRACTURE
TYPE
3230
3630
3430
rl7l. n ing, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall Wert be reproduced except in fnll without the written approval of HHC Eagiaeuis8. hic.
O1SS Page 1 of 1