ST0701-LR100409CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0111 Irerracon
Service Date: 03/12/10 8901 Carpenter Frwy.
Report Date: 04/09/10 Revision 3 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi n 28 days
Mix ID:
Supplier: Lacy
Batch Time: 0810 Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
SIuinp (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Tenrp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
7.5 3 -6
62
54
144.0
Sample Date:
03/12/10 Sample Time: 0825
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
42 Batch Size (cy): 7
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 7 +00
Placement Location:
Pavement, eastbound Southwestern
No. 1 D
Blvd
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. 1 D
(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
2827
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 Z1
6.00
28.27
03/13/10
04/09/10
28
136,560
4,830
2
1 5
6.00
28.27
03/13/10
04/09/10
28
137,800
4,870
2
Average
(28 days)
4,850
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.: Francisco J. Morillo Started: 0630
Reported To: Superintendent Finished: 1000
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell '1'x (1) City or Coppell TX Reviewed By:
(1) City o1' Coppcl l Tx (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTnist 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.
Citn00 1, s- , i - ua, Rev,; Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193:0114 Irerracon
Servic Date: 04/01/10 8901 Carpenter Frwy.
Report Date: 04/09/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/01/10 Sample Time: 1655
Sampled By:
Jose A. Martinez
Mix ID: DCCOG501
Weather Conditions:
Cloudy, windy
Supplier: Redi -Mix
Accumulative Yards:
10 Batch Size (cy): 10
Batch Time: 1606
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1349
Ticket No.: 25180967
Water Added Before (gal):
15
Water Added After (gal):
0
Field Test Data
Sample Location:
Piers B2 /1, B2/2, B3 /1 and Sewer Pier
Test
Result
Specification
41
Slump (in):
5
5-7
Placement Location:
Drilled Piers, see Foundation
Air Content (' %o):
1.6
Observations Report #94091193.0113,
Concrete Temp. (F):
81
dated 04/01/10, for pier locations
Ambient Temp. (F):
85
Plastic Unit Wt. (pct):
148.9
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
04/02/10
04/08/10 7
125,860 4,450 4
1 2
6.00
28.27
04/02/10
04/15/10 14
1 3
6.00
28.27
04/02/10
04/29/10 28
1 4
6.00
28.27
04/02/10
04/29/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive str
samples.
Terracon Rep.: Jose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of C'oppell'I'x (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'fx (2) I-Ialff Assoc Inc E e J. Dleland, P.E.
(1) Lacy C'onslruction (1) PacTrust Pacific Realty Associates LP Senior Proj ct 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.
Curoni. 5- 21 -0 1 ), Rae.J Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0051 1 r � 3
Service Date: 03/12/10 8901 Carpenter Frwy.
Report Date: 04/09/10 Revision 2 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: 1 105
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
Water Added After (gal): 0
Field Test Data 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. (pcf): 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 28 174,930 6,190 •
1 5 6.00 28.27 03/13/10 04/09/10 28 170,300 6,020 4
Average (28 days) 6,110
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 field tests and cast compressive str n
samples.
Terracon Rep.: Francisco J. Morillo Started: 1000 iiii
Reported To: Superintendent Finished: 1230
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(I) City of Coppell TX (2) Halff Assoc Inc ' Eric J. evel • nd, '
(I) 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.l
CONCRETE COMPRESSIVE STRENGTH TEST REPORT ° ,'
Report Number: 94091194.0057 !f er action
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 04/09/10 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: 04/02/10 Sample Time: 0824
Sampled By: Koda W. Shadix
Mix ID: Weather Conditions: Cloudy
Supplier: Lacy Accumulative Yards: 6 Batch Size (cy): 6
Batch Time: Plant: On -site Placement Method: Pump
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 24 +23
Test Result Specification Placement Location: Southwestern Boulevard approaches at
Slump (in): 5 3/4 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
Ainhient 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 6.00 28.27 04/03/10 04/05/10 3 113,050 4,000 2
2 6.00 28.27 04/03/10 04/09/10 7 137,450 4,860 2
3 6.00 28.27 04/03/10 04/16/10 14
4 6.00 28.27 04/03/10 04/30/10 28
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) PacTrusl Pacilic Really Associates LP (I) City of Coppell TX
(I) City or Coppell TX (2) Halff Assoc Inc
(I) 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.
Page 1 of 2
(1011 01 u
. 5_21., flea;
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 4
Service Date: 04/02/10 8901 Carpenter Frwy. .
Report Date: 04/09/10 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: 04/02/10 Sample Time: 1432
Sampled By: Koda W. Shadix
Mix ID: Weather Conditions: Cloudy
Supplier: Lacy Accumulative Yards: 108 Batch Size (cy): 6
Batch Time: Plant: On -site Placement Method: Pump
Truck No.: Ticket No.: Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 20 +77
Test Result Specification Placement Location: Southwestern Boulevard approaches at
Slump (in): 6 1/4 3 -5 Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and
Air Content (%): 4.5 3 -6 Sta. 20 +77
Concrete Temp. (F): 81
Ambient Temp. (F): 70 .
Plastic Unit Wt. (pct): 149.6
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Date Test Load Strength Fracture
No. I D (in) (sq in) Received Tested (days) (lbs) (psi) Type
2 1 6.00 28.27 04/03/10 04/05/10 3 107,540 3,800 5
2 2 6.00 28.27 04/03/10 04/09/10 7 137,590 4,870 2
2 3 6.00 28.27 04/03/10 04/16/10 14
2 4 6.00 28.27 04/03/10 04/30/10 28
2 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 an• ast 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 (I) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Miff Assoc Inc Eric J. ( leveland, P.E.
( I) Lacy C'onsuvction Senior Pr.' c -t- Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM CI064, 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 2 of 2
cu0001. s_zt -uo, Rev .3