Northlake 635(5)-LR000814' CONCRETE COMPI SIVE STRENGTH
8901 Carpente~ Fr~., Suite #10
Date of Service: 07/13/2000
Client No.: 85229000
Report No.: 0018260
Project No.: 94991457
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
08114/2000
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.
SLUMP:
AIR:
TEST METHOD:
CO~.ACrOlC' Butler Construction
CONCRETE SUPPLIER: Pioneer
pLANT: 29
SPECIFICATION REQUIREMENTS
STRENaT~: 4000 psi @ 28 Days
5.0" max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
PROJECT DATA
MlX LD.: 9351
PLACEMENT DATE: 07/1312000 BATCH TErm: 4:00am
TIME SAMPLED: 4':45am BY: Greg Dimock
WEATHER CONOmONS:
TEMPERATURE (F). AIR
TRUCK NO: 103
AIR CONTENT (%): 4.1
PLACEMENT LOCATION:
Clear
85 l~ CO~CR~-TE: 94 F
TICKET ~o: 612070
u~rrr WEmtrr (pc0: N/A
Paving- Building B loading dock area- Pour g2
Sampled from pump.
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. Cmehes) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.75 07/20/2000 7 85300 3020
1 2 5.75 07/20/2000 7 90110 3190
Average 3110
I 3 5.75 08/10/2000 28 111460 3940
I 4 5.75 08/10/2000 28 120090 4250
Average 4100
Sample location: 5'
West of E joint and 10' N of N wall, south wing of building
0ILL
This report is exclusively for the use oft. he client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
Page I of 4
CONCRETE
COMP SSIVE STRENGTH
a division of'l~arr~::m
8901 Carpenter grwy., Suite #10
Date of Service: 07/13/2000
'- Client No.: 85229000
Report No.: 0018260
Project No.: 94991457
Report Date
08/14/2000
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
COh~RnCTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
P~Wn 29
SPECIFICATION REQUIREMENTS
STRESGTH: 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 OATE: 0711312000 BATCH Tn~m: 5:25am
TIME SAMPLED: 6!20am BY: G-reg Dimock
WEA~R CONOrrIONS: Clear
TEMPERATURE (F). Am 85 F CONCRETE: 93
TRUCK NO: 725 TICrm'r NO: 612078
AIR CONTENT (%): 4.4 utvrr WEIGltT {i~): N/A
PLACEMENT LOCATION:
Seepage !
Sampled from pump.
REPORT OF TESTS
ACCUMULATIVE YARDS: l0
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (taches) TESTED (days) Obs. force) (p~i)
2 1 5.50 07/20/2000 7 91910 3250
2 2 5.50 07/20/2000 7 96180 3400
Average 3330
2 3 5.50 08/10/2000 28 112430 3980
2 4 5.50 08/10/2000 28 117170 4140
Average 4060
Sample location: 20' W of E joint and 40' N of N wall,
south wing of building
T~PE
0ILL
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, lac.
Page 2 of 4
CONCRETE COMPI SIVE STRENGTH TI T
ENC~q~I~,II~
a diWs~on of ~
8901 Carpent~- Frwy., Suite #10
Date of Service: 07/13/2000
Client No,: 85229000
Report No.:
Project No.:
0018260
94991457
Report Date
08/1412000
Client: Transwestem Property Company Project:
Attn: James Oaspard
12221 Merit Drive, g450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
Pcnwr: 29
SPECIFICATION REQUIREMENTS
s'r~N~;TH: 4000 psi @ 28 Days
5.0" max
3-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMELE LOCATION: See below
PROJECT DATA
MIX£D.: 9351
PLACEMENT DATE: 07113/2000 BATCH TE~m: 7:05am
TIME SAMPLED: 8:00am BY: GregDimock
Sampled from pump.
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUM~ DATE AGE LOAD STRENGTH FRACTURE
SET NO. (aw. hca) TESTED (days) 01~ force) (~l) TYPE
3 I 5.25 07/20/2000 7 93990 3320
3 2 5.25 07/20/2000 7 92880 3280
Average 3300
3 3 5.25 08/10/2000 28 124730 4410
3 4 5.25 08/10/2000 28 127190 4500
Average 4460
Sample location: 65'
North of N wall,
south wing and 40' W of E joint
0ILL
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, Inc.
Page 3 of 4
CONCRETE COMPI SSIVE STRENGTH
a ~vu~ of'l~r~:m
8901 Carlmaer ltr~., ~ #1~
Date of Service: 07/13/2000
Client No.: 85229000
Report No.:
Project No.:
0018260
94991457
Report Date
08/14f2000
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLAbrr: 29
Sr~cnqc~T~ON REQUn~MEWrs
SXm~G~: 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~X I~O,: 9351
PLACEMENT DATE: 0711312000 BATCH TIME: 7:50am
TIME SAMPLED: 9:00am BY: Cneg Dimock
WEATHERCON~moNs: Clear
TEMPERATURE (F)- AIR 85 r CONCRETE: 93 r
TRUCK NO: 33 TICKer NO: 649905
AIR CONTENT (%): 3.8 u~rr w~iGrrr 0m'): N/A
PLACEMENT LOCATION:
Sampled from pump.
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM COMP~IVE
SLUMP DATE AGE LOAD STRENGTII
(iadm) Tr_~rgD (~y~) 0~ force) (mi)
4 1 6.00 07/20/2000 7 92920 3290
4 2 6.00 07/20/2000 7 97040 3430
Average 3360
4 3 6.00 08/10/2000 28 118930 4210
4 4 6.00 08/10/2000 28 114350 4040
Average 4130
Sample location: 35' S of S wall, north wing, 40' W of E joint
Technician: Greg Dimock
Report Distribution:
(1) Transwestem Prope~ Company
(1) O'Brien & Associatc~
(l) Technistructurcs, Inc.
Started: 3:00am
(1) City of Coppell
(1) City of Coppell
F'mmhed: 10:30am
~ Engineeri
Eugene Harbour
Vice President
(I) 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 Eagineering, Inc.
OILL Page 4 of 4