Northlake 635(5)-LR000630CONCRETE COMPRE ~~IVE STRENGTH TES
ENGINEERING', INC.
a division of ~~rr7COr1
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/22/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #4S0
Dallas TX 7S2S 1
Report No.: 0016352 Report Date
06/30/2000
Project No.: 9499145
Project: Coppell ommerce Center
1221 S. eltline (Bldg. A)
Coppell, exas
Services: Obtain samples of fresh concrete at the placement locations, perform
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler COristrUG:tlbn
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
sLUMP: S.0" Max
AIR: 3-6%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
S 1
S 2
S 3
5 4
MEASURED
SLUMP DATE
(inches) TESTED
MAxrnluivl
AGE LOAD
(days) (Ibs. force)
6.25 06/29/2000 7 86310
6.25 06/29/2000 7 89140
Average
6.25 07/20/2000 28
6.25 07/20/2000 28
Sample location: 15 Yards S of NW corner of building A, N wing, 5 yar
curbs
i field test and cast
BATCH TIME: 9:3Oam
yin Farris
1CRE1'E: S7 F
No: 611070
WEIGHT (pcf): l~l/A
TIVE YARDS: 440
STRENGTH
(psi)
FRACTURE
TVPF.
3050
3150
3100
W of E
Technician: Ervin Farris started: 4:OOam Finished: 1:OOpm
Report Distribution: Engi ng, Inc.
(I) Transwestem Property Company (1) City of Coppell
(1) O'Brien & Associates (1) City of Coppell
(1) Technistructures,[nc.
(1) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
O1LL Page 5 of 5
MIX I.D.: 93S 1
PLACEMENT DATE: 06/22/2000
TIME SAMPLED: lO:3Sam BY: E]
WEATHER CONDITIONS: C10Udy
TEMPERATURE (F) -AIR 81 F C(
TRUCK NO: 1880 TICKS'
AIR CONTENT (%): 4.1 UNI'
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
Igene Harbour
Vice President
approval of HBC Engineering, [nc.
CONCRETE COMPR~~SIVE STRENGTH TES^
ADC
ENGINEERING, INC.
a division of l~erracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/31/2000 Report No.: 001425 Report Date
06/30/2000
Client No.: 85229000 Project No.: 9499145
Client: Transwestern Property Company Project: Coppell ommerce Center
Attn: James Gaspard 1221 S. eltline (Bldg. A)
12221 Merit Drive, #480
Dallas TX 75251 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform req
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler COriStrUCtlOri
CONCRETE SUPPLIER: Plorieer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
sLUMP: 5.0" Max
AIR: 3-5%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 30' N from NE corner of slab
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CYLINDER
MARKED
SET NO.
1 1
1 2
1
1
3
4
6.50
6.50
6.50
6.50
DATE
TESTED
06/07/2000
06/07/2000
06/28/2000
06/28/2000
MIX I.D.: 9381
PLACEMENT DATE: OS/31/2000
TIME SAMPLED: S:20am BY: S
WEATHER CONDITIONS: Clear
TEMPERATURE (F) -AIR 8O F CI
TRUCK NO: 836 TICKS
AIR CONTENT (%): N/A UNl
PLACEMENT LOCATION:
Paving/NE corner of project
AGE
(days)
7
7
28
28
MAxrnIUM
LOAD
(Ibs. force)
77780
79130
Average
116150
116470
Average
field test and cast
BATCH TIAfE: 4:04am
e Campbell
1CRETE: 89 F
No: 508570
WEIGHT (pcf): N/A
TIVE YARDS: LO
STRENGTH
(psi)
2750
2800
2780
FRACTURE
TYPE
4110
4120
4120
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wril~[en approval of HBC Engineering, Inc.
OILL Page 1 of 3
CONCRETE COMPR~~SIVE STRENGTH TE~~
ENGIlVEERING, INC.
a division of ~~efr7[t]tl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: OS/31/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #4S0
Dallas TX 75251
Report No.: 001425 Report Date
06/30/2000
Project No.: 949914 6
Project: Coppell Commerce Center
1221 S. Beltline (Bldg. A)
Connel Texas
Services: Obtain samples of fresh concrete at the placement locations, perform requi~ed field test and cast
compressive strength samples.
CONTRACTOR: BUtler Construction
CONCRETE SUPPLIER: PlOrieer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
sLIrMP: S.0" Max
AIR: 3-S oho
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MIX I.D.: 93S 1
PLACEMENT DATE: OS/31/200 BATCH TIME: 6:OSam
TIME SAMPLED: 7:OOam BY: teve Campbell
WEATHER CONDTTIONS: Clear
TEMPERATURE (F) -AIR 8O F ONCRETE: 9O F
TRUCK NO: 836 TIC T NO: SO8S81
AIR CONTENT (%>: N/A U IT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS A CUMULATIVE YARDS: lO
CYLINDER MEASURED MAIM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (Ibs. force)
2 1 8.50 06/07/2000 7 79500
2 2 8.50 06/07/2000 7 84810
Average
2 3 8.50 06/28/2000 28 119010
2 4 8.50 06/28/2000 28 124100
Average
Sample location: 35' E x 45' N from NE corner of slab
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w
ADC
COMPRESSIVE
STRENGTH .FRACTURE
(psi) TYPE
2810
3000
2910
4210
4390
4300
approval of HBC Engineering, Inc.
O1LL Page 2 of 3
CONCRETE COMPR~-~SIVE STRENGTH TES
I~3C
INGINEFRING, INC.
a division of ~~etTdCOtI
8901 Carpenter Frwy., Suite #100
Dallas, Texas 757A7
Date of Service: OS/31/2000
Client No.: SS229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #4S0
Dallas TX 7S2S 1
Report No.: 001425
Project No.: 949914 6
Project: Coppell omm
1221 S. eltlin
Coppell Texas
Services: Obtain samples of fresh concrete at the placement locations, perform
compressive strength samples.
PROJECT DATA
coNTRACTOR: Butler Construction
CONCRETE SUPPLIER: Plorieer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: S.0" Max
AIR: 3-S%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
MIX LD.: 9351
PLACEMENT DATE: OS/31/2000
TIME SAMPLED: 7:SOam BY: ~
WEATHER CONDITIONS: Clear
TEMPERATURE (F) -AIR 81 F G
TRUCK NO: 836 TICKI~
AIR CONTENT (%>: NIA UNI
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
TIVE YARDS: 10
CYLINDER
MARKED
SET NO. MEASURED
SLUMP
(inches)
DATE
TESTED
AGE
(days) MAXIMUM
LOAD
(Ibs. force) COMPRESSIV
STRENGTH
(psi)
3 1 6.00 06/07/2000 7 83670 2960
3 2 6.00 06/07/2000 7 84520 2990
Average 2980
3 3 6.00 06/28/2000 28 113080 4000
3 4 6.00 06/28/2000 28 124950 4420
Average 4210
Sample location: 85' E x 60' N from NE corner of slab
Technician: Steve Campbell Started: 3:OOam Finished: 10:00am
Report Distribution:
(1) Transwestern Property Company (1) City of Coppell
(L) O'Brien & Associates (1) City of Coppell
(1) Technistructures, Inc.
(1) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
Report Date
06/30/2000
ice Center
(Bldg. A)
field test and cast
BATCH TIME: 7:2Sam
e Campbell
~NCRETE: 91 F
T No: S08S91
T WEIGHT (Pct): 1V/A
FRACTURE
TVPF.
Igene Harbour
Vice President
approval of HBC Engineering, Inc.
O1LL Page 3 of 3
t
CONCRETE COMPRE ~rIVE STRENGTH TES'^'
ADC
Date of Service: 06/22/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0016352
Project No.: 9499145
Project: Coppell ~
1221 S. ]
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform req
compressive strength samples.
PROJECT DATA
CONTRACTOR: Butler COristrUCtlon
CONCRETE SUPPLIER: Plorieer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5.0" Max
AIR: 3-6%
TEST METHOD: ASTMC-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
MIX I.D.: 9351
PLACEMENT DATE: 06/22/2000
TIME SAMPLED: S:30am BY: El
WEATHER CONDITIONS: C10Udy
TEMPERATURE (F) -AIR 73 F C(
TRUCK NO: 2 TICKS"
AIR CONTENT (%): 3.3 UNI'
PLACEMENT LOCATION:
Paving
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.75 06/29/2000 7 106630
1 2 5.75 06/29/2000 7 107940
Average
1 3 5.75 07/20/2000 28
1 4 5.75 07/20/2000 28
Sample location: 10 Yards S of island at SE corner of N wing on built
yards E of expansion joint
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
Report Date
06/30/2000
»~,».
a division of l~errxon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 751A7
rce Center
(Bldg. A)
d field test and cast
BATCH TIME: 4:SOam
vin Farris
1CRETE: 81 F
No: 611028
WEIGHT (pcfj: N/A
TIVE YARDS: 3O
STRENGTH
(psi)
3770
3820
3800
ling B, 10
FRACTURE
TVDr.'
approval of HBC Engineering, Inc.
OILL Page 1 of 5
CONCRETE COMPRE~-~IVE STRENGTH TES^
ADC
~,~.
a division of l~erracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75217
Date of Service: 06/22/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0016352
Project No.: 9499145
Project: Coppell omm
1221 S. eltlin~
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform
compressive strength samples.
PROJECT DATA
coNTRACTOR: Butler Construction
CONCRETE SUPPLIER: PlOneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: SA~~ MaX
AIR: 3-6%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
MIX LD.: 9351
PLACEMENT DATE: O6/22/2000
TIME SAMPLED: 6:40am BY: E,
WEATHER CONDITIONS: C10Udy
TEMPERATURE (F) -AIR 7S F CI
TRUCK NO: 6SS TICKS'
AIR CONTENT (%): 3.1 UNI
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 5.75 06/29/2000 7 108390
2 2 5.75 06/29/2000 7 112210
Average
2 3 5.75 07/20/2000 28
2 4 5.75 07/20/2000 28
Sample location: 5 Yards S of first island from E to W in center of
between N wings of buildings A & B
This report is exclusively for the use of the client indicated above and shall not be reprod uced except in full without the wri
Report Date
06/30/2000
rce Center
(Bldg. A)
3 field test and cast
BATCH TIME: 6:OOam
n Farris
VCRETE: 83 F
No: 611038
WEIGHT (pcfj: N/A
TIVE YARDS: 130
STRENGTH
(Psi)
3830
3970
3900
ng lot
FRACTURE
TVDF
approval of HBC Engineering, Inc.
O1LL Page 2 of 5
CONCRETE COMPRE- ~vIVE STRENGTH TES'
Y,3C
ENGINEERING, INC.
a division of lferraCOn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 06/22/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0016352
Project No.: 9499145
Project: Coppell ~
1221 S. ]
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform
compressive strength samples.
PROJECT DATA
coNTRACTOR: Butler Construction
CONCRETE SUPPLIER: Plorieer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: SA° Max
AIR: 3-6%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
MIX I.D.: 9351
PLACEMENT DATE: 06/22/2000
TIME SAMPLED: 7:40am BY: El
WEATHER CONDITIONS: C10Udy
TEMPERATURE (F) -AIR 76 F CC
TRUCK NO: 8O TICKE'1
AIR CONTENT (%): 3.6 UNI"
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER MEASURED MAIM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (Ibs. force)
3 1 5.00 06/29/2000 7 116600
3 2 5.00 06/29/2000 7 107870
Average
3 3 5.00 07/20/2000 28
3 4 5.00 07/20/2000 28
Sample location: 35' E of island at SE corner of building B,N wing
Report Date
06/30/2000
rce Center
(Bldg. A)
d field test and cast
BATCH TIME: 6:54am
vin Farris
JCRETE: 86 F
No: 611048
WEIGHT (pct): NIA
TIVE YARDS: 230
STRENGTH
(psi)
4120
3810
3970
FRACTURE
TYPE
r
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~en approval of HBC Engineering, [nc.
OiLL Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TES
~~,~.
a division of ~ferf2COn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 06/22/2000 Report No.: 0016352 06/30/2000
Client No.: 85229000 Project No.: 9499145
Client: Transwestern Property Company Project: Coppell ommerce Center
Attn: James Gaspard 1221 S. eltline (Bldg. A)
12221 Merit Drive, #450
Coppell
exas
Dallas TX 75251 ,
Services: Obtain samples of fresh concrete at the placement locations, perform
compressive strength samples.
PROJECT DATA
coNTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
sLUMP: 5.0" Max
AIR: 3-6%
TEST METHOD: ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
CYLINDER
MARKED
SET NO.
4 1
4 2
4 3
4 4
MIX I.D.: 9351
PLACEMENT DATE: 06/22/2000
TIME SAMPLED: 8:SOam BY: E]
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) -AIR 76 F CC
TRUCK NO: 1029 TICKET
AIR CONTENT (%): 3.6 UNI°,
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (Ibs. force)
6.00 06/29/2000 7 97810
6.00 06/29/2000 7 99090
Average
6.00 07/20/2000 28
6.00 07/20/2000 28
Sample location: 20 Yards S of NE corner of building B, N wing, 5' E
d field test and cast
BATCH TIME: 8:07am
vin Farris
JCRETE: 82 F
No: 611059
WEIGHT (pcfj: l~l/A
TIVE YARDS: 330
STRENGTH
(psi)
FRACTURE
Tvnc
3460
3500
3480
of W curb
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
O1LL Page 4 of 5
;n approval of HBC Engineering, Inc.