Northlake 635(5)-LR000720CONCRETE COMPRE IVE STRENGTH TES9
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
06/21/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 7525 !
Report No.: 0016229
Project No.: 94991457
Report Date
07/20/2000
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.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/21/2000 BATCH TIME: 4:30am
T~MESAMVLEO: 5:15am BY: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 1011
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Paving/NW corner
Cloudy
72 ~: CONCRETe.: 84 F
TICKET NO: 566727
UNIT WEIGHT (pcf): N/A
Sample taken from truck.
SAMPLE LOCATION: 50' W x 25' N of NW comer of bldg.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 6.00 06/28/2000
I 2 6.00 06/28/2000
I 3 6.00 07/19/2000
1 4 6.00 07/19/2000
i AGE
(days)
7
7
MAXIMUM COMPRESSIVE
LOAD STREaNGTH FRACTURE
(lbs. force) (psi) TYPE
112320 3970
109440 3870
Average 3920
28 119040 4210
28 120430 4260
Average 4240
0ILL
This report is exclusively for the use of the client indicated above and shall i~ot be ~eprnduced except in full without the written approval of HBC Engineering, Inc.
Page I of 4
CONCRETE COMPRE IVE STRENGTH TES )
Date of Service:
Client No.:
Client:
06/2112000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: r0016229
Project No.: 94991457
Project:
8901 Carpenter Frwy. Suite #1~
~ Tesas 7s2~
Re~ ~
07/~
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.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
MIX LD,: 9351
rLACEMEST DATE: 06/2112000 BATCH TIME: 6:32am
~mmSAM~L~.D: 7:00am By: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (g) - AIR
TRUCK NO: 736
AIaCONTV-~r (~): N/A
PLACEMENT LOCATION:
Cloudy
76 r CONCRETE: 85 F
TICr~r NO: 566736
UNIT WEIGHT (pcf): N/A
Sample taken from Uuck.
SAMPLE LOCATION:
35' N from NW comer of bldg.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
MAXIMUM COMPRESSIVE
CYLINDF.,~ MEASURED
MARKED SLUMP DATE AGE ~D ~B~I~GTH ~FBA~
SET NO. (inches) TESTED (days) (lbs. force) (P~ ~'
2 1 6.00 06/28/2000 7 103520 3660
2 2 6.00 06/28/2000 7 107880 3810
Average 3740
2 3 6.00 07119/2000 28 125310 4430
2 4 6.00 07/19/2000 28 123250 4360
Average 4400
0ILL
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the written approval of HBC En~ri~g. Inc.
Pa~e 2 of 4
CONCRETE COMPRI IVE STRENGTH TES
Date of Service:
Client No.:
Client:
06/2112000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0016229
Project No.: 94991457
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
ENClNlli~I~, IIq2,
a division of ~
8901 Carpenter Frwy., Suite
Report Date
07/20/2000
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
Mm LD.: 9351
PLACEMENT DATE:
TIME SAMI~LED: 9:10am
WEATHER CONDITIONS:
TEMPERATURE (F) - Am
TRUCK NO: 1882
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
06/2112000 BATCH TIME: 8:30am
aY: Steve Campbell
Partly cloudy
79 v CONC~X~: 84 i*
'nCKZT NO: 566751
t~rr w~mwr C~0: N/A
Sample taken from lruck.
SAMPLE LOCATION: See below
REPORT OF TESTS
ACCUMULATIV~YARI~: 10
~ MEASURED
MARKED SLUMP
swr NO. (inches)
3 1
3 2
TF~ED (days) (11~. force) (.p~l) *FY]~' '
6.00 06/28/2000 7 87000 3080
6.00 06/28/2000 7 92110 3260
Average 3170
3 3 6.00 0711912000 28 128310 4540
3 4 6.00 07/19/2000 28 128620 4550
Average 4550
Sample location: 25' N x 50' E from the
NW corner of building
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without I~e written aplwoval of l. mC En~, Inc.
Page 3 of 4
i
CONCRETE COMPRE IVE STRENGTH TESO
Date of Service: 0612112000
Client No.: 85229000
Client: Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
a d~visk, n of'l~tmmn
Report No.: 0016229
Project No.: 94991457
Report Date
07/20/2000
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.
STRgNGTH:
SLUMP:
AIR:
TEST MgTHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA .... -
M~X laX: 9351
PLACEMENT DATE: 06/2112000 BATCH TIME: 9:10am
X~m SnMPLF-~: 9:55am BY: Steve Campbell
WgATHER co~orrloNs:
TEMPERATURE (Ir). AIR
TRUCK NO: 1883
Am coNTv3cr (~): N/A
PLACEMENT LOCATION:
See page 1
Partly cloudy
78 F CONCRETg: 84
T~CKETNO: 566757
t~rr WEmHT ~: N/A
Sample taken from truck.
SAMPLE LOCATION: See below
REPORT OF TESTS
ACCUMULATIVg YARDS: 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 I 6.50
4 2 6.50
DATE A~ i
TESTED (days) Obs. force) (!~)
06/28/2000 7 100500 3550
06/2812000 7 109780 3880
Average 3720
4 3 6.50
4 4 6.50
07/19/2000 28 123820 4380
07/19/2000 28 122400 4330
Average 4360
Sample location: 35'
Technician: Steve Campbell
l~port Distribution:
(1) Tramweslem ~y Company
(1) O'Brlen & Associates
(l) Technisuuctures, In~.
N x 85' E from NW corner of building
Started: 3:00am Vlnish~l: lh00am I-~ Engia~
(t) City of Coppell
( 1 ) City of Coppell Eugene Harbour
vice ~
(!) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writlen approval of HBC Engineering, lan:.
0ILL Page 4 of 4