ST0701-LR100419CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 04/19/10 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 Creels 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
Mix ID:
Supplier: Lacy
Batch Time: Plant: On -site
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before
04/02/10 Sample Time: 0824
Koda W. Shadix
Cloudy
6 Batch Size (cy): 6
Pump
(gal):0
Truck No.: Ticket No.:
Water Added After (gal): 0
Field Test Data Sample Location: Sta. 24 +23
Test Result Specification Placement Location: Southwestern Boulevard approaches at
Slump (in): 53/4 3 -5 Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and
Air Content ( %): 4.5 3 -6 Sta. 20 +77
Concrete Temp. (F): 80
Ambient Temp. (F): 65
Plastic Unit Wt. (pcf): 149.2
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)
Type
1 1
6.00
28.27
04/03/10
04/05/10
3
113,050
4,000
2
1 2
6.00
28.27
04/03/10
04/09/10
7
137,450
4,860
2
1 3
6.00
28.27
04/03/10
04/16/10
14
142,560
5,040
2
1 4
6.00
28.27
04/03/10
04/30/10
28
1 5
6.00
28.27
04/03/10
04/30/10
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.
Terracon Rep.: Koda W. Shadix Started: 0600
Reported To: Oscar, Lacy Construction Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction
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 2
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
04/02/10 Sample Time: 1432
Koda W. Shadix
Cloudy
108 Batch Size (cy): 6
Pump
(gal):0
Water Added After (gal): 0
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before
Sample Location: Sta. 20 +77
Result Specification Placement Location: Southwestern Boulevard approaches at
61/4 3 -5 Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and
4.5 3 -6 Sta. 20 +77
81
70
149.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
04/03/10
04/05/10
2
2
6.00
28.27
04/03/10
04/09/10
2
3
6.00
28.27
04/03/10
04/16/10
2
4
6.00
28.27
04/03/10
04/30/10
2
5
6.00
28.27
04/03/10
04/30/10
Age at Maximum Compressive
Test
Load
Strength
Fracture
(days)
(lbs)
(psi)
Type
3
107,540
3,800
5
7
137,590
4,870
2
14
147,450
5,220
2
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests
samples.
Terracon Rep.: Koda W. Shadix Started: 0600
Reported To: Oscar, Lacy Construction Finished: 1600
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
(1) Lacy Construction
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.
CR000 , 5- 21 -09, Rev.3 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0066 1 Ecearracon
Service Date: 04/09/10 8901 Carpenter Frwy.
Report Date: 04/19/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTYUSt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/09/10 Sample Time:
1532
Sampled By:
Koda W. Shadix
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
8.5 Batch Size (cy):
8.5
Batch Time: 1404
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 1012
Ticket No.:
7215975
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 31 +66
Test
Result
Specification
Placement Location:
Inlet Walls, Southwestern Boulevard,
Slump (in):
3
3 -5
Sta. 31 +66 to Sta. 50 +83
Air Content ( %0):
3.5
3 -6
Concrete Temp. (F):
75
Ambient Temp. (F):
80
Plastic Unit Wt. (pct):
146.0
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
04/10/10
04/16/10 7
130,970 4,630
2
1 2
6.00
28.27
04/10/10
04/23/10 14
1 3
6.00
28.27
04/10/10
05/07/10 28
1 4
6.00
28.27
04/10/10
05/07/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Terracon Rep.: Koda W. Shadix Started: 1230
Reported To: Oscar / Lacy Construction Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) Pec Pacific Realty Associates LP (1) City of Coppell TX
(I) City or Coppell - rx (2) Halff Assoc Inc
(1) Lacy Construction
strength
Ind, P.E.
Manager
Test Methods: ASTM C 31, ASTM 09, 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.
t•ItuouI, s- 21 -09, rtw.: Page I of 1