ST0701-LR100513CONCRETE COMPRESSIVE STRENGTH TEST REPORT" 1 fierracon
Report Number: 94091193.0 149
Service Date: 04128110 8901 Carpenter Frwy.
Report Date: 05/13110 Revision 1 Dallas, TX 75247
214-630-1010 Reg No: F-3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creel
Coppell, TX
Project Nu mber: 94091193
.................................................. -
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Latch Time: 1205 Plant: 259
Truck No.: 1349 Ticket No.: 25192334
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.8 3 -6
79
82
144.7
Laboratory "Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample information
Sample Date:
04/28110 Sample Time: 1252
Sampled By:
Jose A. Martinez
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal ):0
04/29/10
Water Added After (gal):
0
Sample Location:
Span #3, E side
Placement Location:
Bridge Placement, Spans #1 and #3
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
04/29/10
05/05/10
7
112
28.27
04/29110
05/12/10
14
122,360
28.27
04/29/10
05/26/10
28
28.27
04/29/10
05/26110
28
Compressive
Strength Fracture
(psi) Type
3,990 4
4,330 2
Comments:
Samples Made Sy: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Jose A. Martinez Started: 1 000
Reported To: Finished: 1500
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell Tx Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction ( 1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
C11000 1, 5- 21 -09, Rev.3 Page I of I
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT : t� H Report Number: 94091 193.0165
Service Date: 05/05/10 8901 Carpenter Frwy.
Report Date: 05113/10 Dallas, TX 75247
214- 630 --1010 Reg No: Fw3272
Client
City of Coppell TX
Attn : Keith Marvin
PCB Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creel{
Coppell, TX
Project Number: 94091193
Material Information
Age at
Maximum
Sample information
Specifieel Strength: 4,000
psi rr 28
days
Sample Date:
05105110 Sample Time: 1251
Load
Strength
Fracture
Sampled By:
Koda W. Shadix
Mix ID: DCSOHSO4
Received
Tested
Weather Conditions:
Clear
Supplier: R.edi - Mix
Tyne
1 1
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1 140
Plant:
136
Placement Method:
Direct Discharge
Truck No.: 1363
Ticket No.:
25195333
'Water Added Before (gal) :40
05/06/10
05/12/10
7
Water Added After (gal):
0
F Test Data
1 3
6.00
Sample Location:
Span 2
Test
Result
Specification
Placement Location:
Bridge S 2 and B approach
Slump (in):
41/4
3 -5
05/46/10
06/02110
Air Content (%):
5.0
3--6
Concrete Temp. (F):
80
Ambient Temp (F):
85
Plastic Unit Wt. (pct):
147.2
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Tyne
1 1
6.00
25.27
05106/10
05/10/10
5
95
3
5
1 2
6.04
28.27
05/06/10
05/12/10
7
113
4
4
1 3
6.00
28.27
05/06/10
06/02/10
28
1 4
6.00
28.27
05/46/10
06/02110
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Koda W. Shadix Started: 1130
Reporte(l To: Terry, Ashlar Finished: 1530
Contractor: Lacy Co:IstrUction
Report Distribution: Tx Reviewed B
1) City of 'Coppell TX (1) City of Cop
(1) City o#' Coppell TX (2) Halff Assoc hic
(1) Lacy Construction (1) PacTnist Pacific Realty Associates LP senior Project Manager
Test Vxethotls: ASTM C 31, ASTM C3 9, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM C231, ASTM C 1 064, ASTM C 1231
The tests were performed in general accordance with applicable ASTM, AASHTD, or DDT test methods. This report i' exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cR0 00 1 . 5- 2 1 - 09. Rev..; Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0073 1 fierracon
Service Date: 04/14/10 8901 Carpenter Frwy.
Report Date: 05/13/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1138 Plant: 6
Truck No.: 1112 Ticket No.: 6368774
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.4 3 -6
89
90
146.8
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Date:
04/14/10 Sample Time: 1240
Sampled By:
Julio R. Perez
Weather Conditions:
Sunny
Accumulative Yards:
4.5 Batch Size (cy): 4.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
(lbs)
Water Added After (gal):
0
Sample Location:
Sta. 2 +45
Placement Location:
Inlet Wall, northbound Southwestern
14
Boulevard
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
04/15/10
04/21/10
7
109,590
04/15/10
04/28/10
14
123,230
04/15/10
05/12/10
28
139,640
04/15/10
05/12/10
28
135,670
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
3,880
2
4,360
2
4,940
4
4,800
2
4,870
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Julio R. Perez Started: 1100
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) PacTnist Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constnwtion
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 5- 21 -09, Rev.3 Page 1 of 1