Northlake 635(5)-LR000706coNCRETE COMPRESSIVE STRENGTH
Date of Service: 06/27/2000
Client No.: 85229000
Report No.: 001678~
Project No.: 9499145
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Project: Coppell
1221 S.
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requit
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
ST~NOTm 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
Mix I.D.: 9351
PLACmmNT DATE: 06/27/2000
TIME SAMPLED: 5:10am BY: S
WEATmm coN~rrIONS: Cloudy
TEMPERATURE (F) - AIR 72 F c
TRUCK NO: 1019 TICK~
Am CONTENT (%): N/A uN
PLACEMENT LOCATION:
Paving between Buildings A and B
Sample taken from tn:ck.
REPORT OF TESTS
A£
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 6.00 07/04/2000 7 100740
1 2 6.00 07/04/2000 7 105330
Average
1 3 6.00 07/25/2000 28
I 4 6.00 07/25/2000 28
Sample location: 220' N x 40' E from SE corner of bldg. A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~
01LL Page I of 4
ENGINEER~, II~
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/06/2000
Commerce Center
Beltline (Bldg. A)
Texas
~d field test and cast
BATCH TIME: 4:50am
teve Campbell
aNCRETE: 78
TNO: 615768
1' WEIGHT (per): N/A
:UMULATIVE YARDS: 10
:OMPRESSIVE
STRENGTH
(psi)
3560
3720
3640
FRACTURE
TYPE
ten approval ofHBC En~
CONCRETE COMP SIVE STRENGTH
Date of Service:
Client No.:
Client:
06/27/2000
85229000
Transwestern Property Company
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 001671
Project No.: 94991,
Project: Coppe
1221 S
Coppe
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
STRENGTH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAM~PLE LOCATION:
See below
PROJECT DATA
M~X I.~.: 9351
PLAC~mVr DATE: 06/27/200
TIME SAMPLED: 5:40am BY:
W~R CONDrrmNS: Cloudy
TEMPERATUres. 09- Am 72 F
TRUCK NO: 1011 TIC]8
Am CONTENT (%): N/A u,
PLACEMENT LOCATION:
See page 1
Sample taken from Ixuck.
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.00 07/04/2000 7 97570
2 2 6.00 07/04/2000 7 100030
Average
2 3 6.00 07/25/2000 28
2 4 6.00 07/25/2000 28
Sample location: 210' N x 80' E from SE corner of Bldg. A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
01LL Page 2 of 4
17
~56
a division
8901 Carp~nt~- Frwy., Suite #100
Dallae: T~a, 75247
Report Date
07/06/2000
Commerce Center
Beltline (Bldg. A)
1, Texas
ired field test and cast
) BATCH TIME: 5:15am
Steve Campbell
~ONCRETE: 81 F
ET NO: 615773
~IT WEIGHT (pcf): N/A
CCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
3450
3540
3500
tten approval of HBC Engineering, Inc.
'CONCRETE COMP SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
06/27/2000 Report No.:
85229000 Project No.:
Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
00167:
94991,
Coppel
1221 S
Coppel
Obtain samples of fresh concrete at the placement locations, perform requ
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PriNT: 22
SPECIFICATION REQUIREMENTS
STa~N(~TH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
M~XI.O.: 9351
PLACEMENT DATE: 06/27/200(
TIME SAMPLED: 8:00anl BY:
WEATm~R CoNomONS: Cloudy
TEsa, wP, A~-v-RE ~.~ 72 ~ .
~UCK NO: 1882 ~cg
Am co~ (%): N/A ~
P~C~ LOCATION:
See page 1
S~ple ~en ~om ~ck p~p.
REPORT OF TESTS
A
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 6.00 07/04/2000
3 2 6.00 07/04/2000
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 99550
7 103690
Average
3 3 6.00 07/25/2000 28
3 4 6.00 07/25/2000 28
Sample location: 195' N x 50' E form SE corner of Bldg. A
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
01LL Page 3 of 4
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
17
~56
Report Date
07/06/2000
Commerce Center
Beltline (Bldg. A)
1, Texas
[red field test and cast
BATCH TIME: 7:25am
~teve Campbell
2ONCaETE: 82
~r NO: 615790
HT WEIGHT (pc0: N/A
2CUMULATIVE YARDS: 10
COM?RESSIVE
STRENGTH
(p~)
3520
3670
3600
Ien approval of HBC Engineering, Inc.
'cONCRETE COMPI SSIVE STRENGTH TE T
Date of Service:
Client No.:
Client:
Services:
06/27/2000
85229000
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 00167
Project No.: 94991
Project: Copp~
1221
Copp,
Obtain samples of fresh concrete at the placement locations, perform reqt
compressive strength samples.
a division of']~i-~tm
8901 Carpenter grwy., Suite #100
Dnll~n; T~tn~ 75247
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQU1RE1MXN'rS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See below
PROJECT DATA
MIX LD.: 9351
PLACEMENT DATE: 06/27/20~
TIME SAMPLED: 9:30am BY:
WEATHER CONDITIONS: partly ~
TEMPERATURE (19- AIR 76 F
TRUCK NO: 33 TIC]
AIR CONTENT (%): N/A t
PLACEMENT LOCATION:
See page 1.
Sample taken from truck pump.
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 6.00 07/04/2000 7 93940
4 2 6.00 07/04/2000 7 100420
Average
4 3 6.00 07/25/2000 28
4 4 6.00 07/25/2000 28
Sample location: 180' N x 100' E from SE corner of Bldg. A
87
456
11 Commerce Center
~. Beltline (Bldg. A)
11, Texas
tired field test and cast
~) BATCH TIME: 8:55am
Steve Campbell
:loudy
CONCRETE: 82 F
[ET NO: 615803
NIT WEIGHT (pcf): N/A
,CCUMULATIVE YARDS: 10
Technician: Steve Campbell Started: 3:00am Finished: 12:00pm ~
Report Distribution:
(1) Transwestern Property Company (1) City of Coppell
(1) 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 w
01LL Page 4 of 4
Report Date
07/06/2000
itten approval of HBC Engineedng, Inc.
-' Engine
Eugene Harbour
Vice President
3320
3550
3440
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
CONCRETE COMPRESoIVE STRENGTH TES ?
Date of Service: 06/28/2000 Report No.: 0016888
Client No.: 85229000 Project No.: 94991456
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppell C
1221 S. B
Coppell,
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See placement location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/28/2000
TIME SAMPLED: 4:35am BY: Er
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 74 F CO
TRUCK NO: 80 TICKET
AIR CONTENT (%): 3.8 UNTI
PLACEMENT IA)CATION:
Paving
Sample Location: 3' S of first island from E to ~;
REPORT OF TESTS
AC(
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.50 07/05/2000 7 105050
1 2 5.50 07/05/2000 7 101860
Average
1 3 5.50 07/26/2000 28
1 4 5.50 07/26/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
01SDS Page I of 4
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/06/2000
~mmerce Center
:Itline (Bldg. A)
'exas
field test and cast
BATCH TIME: 4:08am
in Farris
~cRETE: 81 F
NO-- 611315
WEIGHT (pcf): N/A
1, W of NW comer of Bldg A, S wing.
UMULATIVE YARDS: 30
OMPRESSIVE
STRENGTH
(psi)
3710
3600
3660
FRACTURE
TYPE
~'n approval of HBC Engineering, Inc.
CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 06/28/2000
Client No.: 85229000
Report No.: 0016888
Project No.: 94991456
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Coppell C
1221 S. B
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENaTn: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See placement location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/28/2000
TIME SAMPLED: 6:00am BY: Er
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 75 F CO
TRUCK NO: 8 TICKE'!
Am CONTENT (%): 3.9 u~
PLACEMENT LOCATION:
See page 1
Sample Location: 10 yards N of island at SE co
REPORT OF TESTS
AC(
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 6.00 07/05/2000
2 2 6.00 07/05/2000
2 3 6.00 07/26/2000 28
2 4 6.00 07/26/2000 28
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 101220
7 104540
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt
01SDS Page 2 of 4
a division o/lr~fm-.c~n
8901 Carpenter Frwy., Suite #100
Dnlla_% Texas 75247
Report Date
07/06/2000
ommerce Center
:ltline (Bldg. A)
?exas
field test and cast
BATCH TIME: N/A
in Farris
~cRETE: 84 F
NO: 611324
'WEIGHT (pcf): N/A
'her of Building B, S wing, 3' E of W curb.
!UMULATIVE YARDS: 120
OMPRESSIVE
STRENGTH
(psi)
3580
3700
3640
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPRE[,oIVE STRENGTH
Date of Service: 06/28/2000 Report No.: 0016888
Client No.: 85229000 Project No.: 94991456
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Services:
Coppell C
1221 S. B,
Coppell, ~l
Obtain samples of fresh concrete at the placement locations, perform require¢
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STraiN,TH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- !43
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See placement location
PROJECT DATA
MIX I.D.: 9351
PLACEMENT DATE: 06/28/2000
TIME SAMPLED: 7:25am BY: Er~
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 77 v col
TRUCK NO: 37 TICKET
AIR CONTENT (%): 3.4 UNIT
PLACEMENT LOCATION:
See page 1
Sample Location: Midway between island at SE
around transformer.
REPORT OF TESTS
ACC
CYLINDER MEASURED MAXIMUM
~ MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.50 07/05/2000 7 102820
3 2 5.50 07/05/2000 7 110140
Average
3 3 5.50 07/26/2000 28
3 4 5.50 07/26/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writte
01SDS Page 3 of 4
a division
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/06/2000
}mmerce Center
ltline (Bldg. A)
:xas
field test and cast
BATCH TIME: 6:48am
tin Fan-is
~CRETE: 87
NO: 611339
WEIGHT (pcf): N/A
comer of S wing of Bldg B and island
IMULATIVE YARDS: 220
)MPRESSIVE
TRENGTH
(psi)
3640
3890
3770
FRACTURE
TYPE
approval of HBC Engineering, Inc.
CONCRETE COMPRE oIVE STRENGTH TES'
Date of Service: 06/28/2000 Report No.: 0016888
Client No.: 85229000 Project No.: 94991456
Coppell C
1221 S. B,
Coppell,
Client: Transwestern Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
SLUMP:
AIR:
TEST METHOD:
Services:
Obtain samples of fresh concrete at the placement locations, perform require
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
MrX I.D.: 9351
PLACEMENT DATE: 06/28/2000
TIME SAMPLED: 9:00am BY: Er
WEATHER CONDITIONS: Cloudy
TE~VIFERATI~m~ ~-AIR 79 V co
TRUCK NO: 1852 TICKET
AIR CONTENT (~): 3.9 uNri
PLACEMENT LOCATION:
See page 1
Sample Location: 10' S of first island from W to
REPORT OF TESTS
ACC
SAMPLE LOCATION:
See placement location
ENGINEER.I~, INC.
a aivision oflraftacan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~mmerce Center
~ltline (Bldg. A)
'exas
field test and cast
BATCH TIME: 7:50am
in Farris
~cRETE: 85
NO: 644348
WEIGHT (pcO: N/A
Report Date
07/06/2000
E of Bldg B, SE comer of S wing.
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) Obs. force)
4 1 6.00 07/05/2000 7 108830
4 2 6.00 07/05/2000 7 111960
Average
4 3 6.00 07/26/2000 28
4 4 6.00 07/26/2000 28
UMULATIVE YARDS: 310
DMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3850
3960
3910
Technician: Ervin Fan-is
Report Distribution:
(1) Transwestern Property Company
(1) O'Brien & Associates
(1) Technistmctures, Inc.
(1) Butler Construction
Started:
3:00am
Finished: 1 h30am ~
(1) City of Coppell
(1) City of Coppell E
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wrim
gngi~
~gene Harbour
Vice President
n approval of HBC Engineering, Inc.
01SDS Page 4 of 4