ST0701-LR100329CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0104 Irerracon
Service Date: 02/26/10 8901 Carpenter Frwy.
Report Date: 03/29/10 Revision 3 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 Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG504
Supplier:
Redi -Mix
Batch Time:
0934 Plant: P259
Truck No.:
1339 Ticket No.: 25166917
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef)
Result Specification
1 3 -5
3.8 3 -6
56
44
146.4
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
02/27/10
1
2
6.00
28.27
02/27/10
1
3
6.00
28.27
02/27/10
1
4
6.00
28.27
02/27/10
Sample Date:
02/26/10 Sample Time: 1020
Sampled By:
Jose A. Martinez
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):0
154,030
Water Added After (gal):
0
Sample Location:
See placement location
Placement Location:
Pilaster & Wing Wall on South side of
03/26/10
bridge
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
03/05/10
7
154,030
03/12/10
14
172,460
03/26/10
28
182,090
03/26/10
28
188,700
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,450
2
6,100
2
6,440
2
6,670
2
6,560
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.: Jose A. Martinez Started: 0730
Reported To: Finished: 1100
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(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.
CR0001, 5-21-09, Rev.3 Page I of I
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
28 days
Sample Date:
Report Number: 94091193.0111
Sample Time:
0825
Superintendent Finished: 1000
Contractor:
Lacy Construction
Sampled By:
Service Date: 03/12/10
8901 Carpenter Frwy.
Report Date: 03/29/10 Revision 1
Dallas, TX 75247
Clear
214- 630 -1010 Reg No: F -3272
Client
Project
Accumulative Yards:
City of Coppell TX
Southwestern Boulevard
7
Batch Time: 0810
Attn: Keith Marvin
Coppell Road to Grapevine Creels
PO Box 9478
Coppell, TX
Truck No.:
Coppell, TX 75019
Water Added Before (gal):0
Project Number: 94091193
Material Information
Sample Information
Water Added After (gal): 0
Specified Strength: 4,000
psi @
28 days
Sample Date:
03/12/10
Sample Time:
0825
Superintendent Finished: 1000
Contractor:
Lacy Construction
Sampled By:
Francisco J. Morillo
Mix ID:
Weather Conditions:
Clear
Supplier: Lacy
Accumulative Yards:
42
Batch Size (cy):
7
Batch Time: 0810
Plant:
On -site
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Sta. 7 +00
Test
Result
Specification
Placement Location:
Pavement,
eastbound Southwestern
Slump (in):
5
3 -5
Blvd
Air Content ( %):
7.5
3 -6
Concrete Temp. (F):
62
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
144.0
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)
Type
1 1
6.00
28.27
03/13/10
03/16/10 4
107,990
3,820
5
1 2
6.00
28.27
03/13/10
03/19/10 7
118,730
4,200
4
1 3
6.00
28.27
03/13/10
03/26/10 14
128,650
4,550
2
1 4
6.00
28.27
03/13/10
04/09/10 28
1 5
6.00
28.27
03/13/10
04/09/10 28
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required field tes
samples.
Terracon Rep.:
Francisco J. Morillo Started: 0630
Reported To:
Superintendent Finished: 1000
Contractor:
Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(I) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Eric J. Cleveland, P.E.
Senior Project Manager
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 I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0051
mir - rr m ,
Service Date: 03/12/10 8901 Carpenter Frwy.
Report Date: 03/29/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 03/12/10 Sample Time: 1105
Sampled By: Francisco J. Morillo
Mix ID: Weather Conditions: Clear
Supplier: Lacy Accumulative Yards: 132 Batch Size (cy): 7
Batch Time: 1050 Plant: On -site Placement Method: Direct Discharge
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 15 +70
Test Result Specification Placement Location: Pavement, eastbound Southwestern
Slump (in): 5 3 -5 Blvd
Air Content ( %): 5.5 3 -6
Concrete Temp. (F): 64
Ambient Temp. (F): 55
Plastic Unit Wt. (pet): 144.5
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) (Ibs) (psi) Type
1 1 6.00 28.27 03/13/10 03/16/10 4 115,020 4,070 5
1 2 6.00 28.27 03/13/10 03/19/10 7 135,600 4,800 3
1 3 6.00 28.27 03/13/10 03/26/10 14 147,450 5,220 2
1 4 6.00 28.27 03/13/10 04/09/10 28
1 5 6.00 28.27 03/13/10 04/09/10 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.
Al l
Terracon Rep.: Francisco J. Morillo Started: 1000
Reported To: Superintendent Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cl- yeland, P.E.
(I) Lacy Construction Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM Cl231
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.
Page I of 1
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 1.1
t . x •
Report Number: 94091194.0053 f t . -�. 4„..„i - r iii r
Service Date: 03/15/10 8901 Carpenter Frwy.
Report Date: 03/29/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days Sample Date: 03/15/10 Sample Time: 1645
Sampled By: Burl E. Thomas
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 8 Batch Size (cy): 8
Batch Time: 1542 Plant: 3 Placement Method: Direct Discharge
Truck No.: 7037 Ticket No.: 3274722 Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Approximately across from 404 SW
Test Result Specification Blvd.
Slump (in): 3 3/4 3 -5 Placement Location: Eastbound SW Blvd., inlet top
Air Content ( %): 3.0 3 -6
Concrete Temp. (F): 68
Ambient Temp. (F): 63
Plastic Unit Wt. (pcf): 145.7
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) Type
1 1 6.00 28.27 03/16/10 03/22/10 7 126,080 4,460 5
1 2 6.00 28.27 03/16/10 03/29/10 14 139,630 4,940 4
1 3 6.00 28.27 03/16/10 04/12/10 28
1 4 6.00 28.27 03/16/10 04/12/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cas co ■ fi r- • ' : strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1400
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Construction Senior Project Manager
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.
Page 1 of 1
CR0001, 5- 21 -09, Rev.3