ST0701-LR100503CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0114 Irerracon
Service Date: 04/01/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 2 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 Creek
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
1606
Truck No.:
1349
Plant: 259
Ticket No.: 25180967
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf)
Result Specification
5 5 -7
1.6
81
85
148.9
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
l 3
6.00
28.27
1 4
6.00
28.27
Sample Information
Sample Date:
04/01/10 Sample Time: 1655
Sampled By:
Jose A. Martinez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
15
Water Added After (gal):
0
Sample Location:
Piers B2 /1, B2/2, B3 /1 and Sewer Pier
04/02/10
#1
Placement Location:
Drilled Piers, see Foundation
04/02/10
Observations Report #94091193.0113,
28
dated 04/01/10, for pier locations
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
04/02/10
04/08/10
7
125,860
04/02/10
04/15/10
14
157,980
04/02/10
04/29/10
28
166,450
04/02/10
04/29/10
28
165,700
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,450
4
5,590
2
5,890
4
5,860
2
5,880
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 strength
samples.
Terracon Rep.: Jose A. Martinez
Reported To:
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.
Ca000i, 5- 21 -09, Rev.3 Page I of I
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0116 Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision I 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: 3,600 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0921 Plant: 259
Truck No.:
1377 Ticket No.: 25181083
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
5 5 -7
1.9
76
74
148.7
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/03/10
1 2
6.00
28.27
04/03/10
1 3
6.00
28.27
04/03/10
1 4
6.00
28.27
04/03/10
Sample Date:
04/02/10 Sample Time:
1003
Sampled By:
Jose A. Martinez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
6.5 Batch Size (cy):
6.5
Placement Method:
Direct Discharge
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location:
See Placement Location
Placement Location:
Drilled Piers, see Foundation
Observations Report #94091193.0115,
dated 04/02/10, for pier locations
Age at
Maximum Compressive
Date Test
Load Strength
Fracture
Tested (days)
(lbs) (psi)
Type
04/05/10 3
116,460 4,120
2
04/09/10 7
140,700 4,980
2
04/30/10 28
171,520 6,070
4
04/30/10 28
181,190 6,410
4
Average (28 days) 6,240
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
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
(1) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(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.
CROOO1, 5- 21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0119 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 05/03/10 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 Creek
Coppell, TX
Project Number: 94091193
Material Information
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):
Sample Information
Sample Date:
04/05/10
Sampled By:
Koda W.
Weather Conditions:
Cloudy
Accumulative Yards:
12
Placement Method:
Pump
Water Added Before (gal):0
04/06/10
Water Added After (gal):
0
Sample Time: 0953
Shadix
Batch Size (cy): 6
Sample Location: Sta. 6 +10
Result Specification Placement Location: Pavement, Southwestern Boulevard at
5 3 -5 Sta. 6 +00; Centerline, approach at Sta.
4.5 3 -6 5 +73
81
69
147.2
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/06/10
1 2
6.00
28.27
04/06/10
1 3
6.00
28.27
04/06/10
1 4
6.00
28.27
04/06/10
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/08/10
3
105,230
04/12/10
7
112,960
05/03/10
28
138,200
05/03/10
28
138,830
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,720
6
4,000
2
4,890
2
4,910
2
4,900
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 strength
samples.
Terracon Rep.: Koda W. Shadix Started: 0600 Lu , ch / o ge le: 4.00
Reported To: Oscar, Lacy Construction Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) HalffAssoc Inc J. le eland, P.E.
(1) Lacy Constniction (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.
CR0001, 5- 21 -09, Rev.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0121 Ireopracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 2 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
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0950 Plant: 259
Truck No.:
1333 Ticket No.: 25181412
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
6 1/4 5 -7
1.4
76
78
148.7
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
l 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Information
Sample Date:
04/05/10 Sample Time: 1040
Sampled By:
Jose A. Martinez
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
04/12/10
Water Added After (gal):
0
Sample Location:
Abutment #4; Piers A and B
Placement Location:
Drilled Piers, see Foundation
04/06/10
Observations Report #94091193.0120,
28
dated 04/05/10, for pier locations
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
04/06/10
04/12/10
7
126,180
04/06/10
04/19/10
14
147,720
04/06/10
05/03/10
28
151,790
04/06/10
05/03/10
28
159,210
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,460
2
5,230
2
5,370
2
5,630
2
5,500
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
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
(1) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(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.
CROOO1, 5- 21 -09, Rev.3 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0123 Ifierracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 2 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 Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi cr 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1431 Plant: 259
Truck No.: 1371 Ticket No.: 25181732
Field Test Data
Test
Slump (in):
Air Content (` %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
3.5 3 -6
83
78
146.0
Sample Date:
04/05/10 Sample Time: 1516
Sampled By:
Koda W. Shadix
Weather Conditions:
Cloudy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Column A
Placement Location:
Columns A & B on Bent #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
4.00
12.57
04/06/10
04/12/10
7
59,370
4,730
4
1 2
4.00
12.57
04/06/10
04/19/10
14
65,630
5,220
4
1 3
4.00
12.57
04/06/10
05/03/10
28
72,120
5,740
2
1 4
4.00
12.57
04/06/10
05/03/10
28
70,020
5,570
2
Average (28 days)
5,660
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 ca
samples.
Terracon Rep.: Koda W. Shadix
Reported To:
Contractor: Lacy Construction /
Report Distribution:
(1) City ol'Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell "rx (2) Halff Assoc Inc Eric J
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior
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.
CR0o0t, 5- 21.09, Rev.a Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0144 Irerracon
Service Date: 04/16/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 1 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 Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
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: 0900
Reported To: Terry, Ashlar Contracting Finished: 1700
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 Constniction (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.
CR0001, 5- 21 -09, Rev.3 Page 1 of 1
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 3,500
psi @
28 days
Sample Date:
04/16/10 Sample Time:
1118
Sampled By:
Koda W. Shadix
Mix ID: DCB00501
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
7 Batch Size (cy):
7
Batch Time: 0759
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1257
Ticket No.:
25187540
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
NE side, First Panel
Test
Result
Specification
Placement Location:
Riprap, NW side at bridge
Slump (in):
61/2
3 -5
Air Content ( %):
1.4
3 -6
Concrete Temp. (F):
78
Ambient Temp. (F):
70
Plastic Unit Wt. (pcf):
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)
Type
1 1
6.00
28.27
04/17/10
04/23/10 7
89,130 3,150
4
1 2
6.00
28.27
04/17/10
04/30/10 14
102,360 3,620
4
1 3
6.00
28.27
04/17/10
05/14/10 28
1 4
6.00
28.27
04/17/10
05/14/10 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: 0900
Reported To: Terry, Ashlar Contracting Finished: 1700
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 Constniction (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.
CR0001, 5- 21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Eel
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
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:
04/02/10
Sample Time:
0824
Sampled By:
Koda W. Shadix
Mix ID:
Weather Conditions:
Cloudy
Supplier: Lacy
Accumulative Yards:
6
Batch Size (ey):
6
Batch Time:
Plant:
On -site
Placement Method:
Pump
Truck No.:
Ticket No.:
Water Added Before (gal):0
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
174,650
6,180
4
1 5
6.00
28.27
04/03/10
04/30/10 28
165,340
5,850
4
Average (28 days)
6,020
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 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 0143, 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 -00, Rev 3 Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0057 "Irerracon
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 05/03/10 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
Sample Date:
04/02/10 Sample Time: 1432
Sampled By:
Koda W. Shadix
Mix ID:
Weather Conditions:
Cloudy
Supplier: Lacy
Date
Accumulative Yards:
108 Batch Size (cy): 6
Batch Time:
Plant: On -site
Placement Method:
Pump
Truck No.:
Ticket No.:
Water Added Before (gal):0
Received
Tested
(days)
Water Added After (gal):
0
Field Test Data
2
Sample Location:
Sta. 20 +77
Test
Result Specification
Placement Location:
Southwestern Boulevard approaches at
Slump (in):
61/4 3 -5
5
Sta. 76 +53, Sta. 25 +40, Sta. 24 +23 and
Air Content ( %):
4.5 3 -6
28.27
Sta. 20 +77
Concrete Temp. (F):
81
137,590
4,870
Ambient Temp. (F):
70
3
6.00
Plastic Unit Wt. (pcf):
149.6
04/16/10
14
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
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
147,450
5,220
2
2
4
6.00
28.27
04/03/10
04/30/10
28
167,860
5,940
2
2
5
6.00
28.27
04/03/10
04/30/10
28
167,930
5,940
4
Average (28 days)
5,940
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 en
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 Eric . Cle land, P.E.
(1) Lacy Construction Senior Proje t 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 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0060 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 05/03/10 Revision 1 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:
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):
Sample Date: 04/05/10 Sample Time: 1132
Sampled By: Koda W. Shadix
Weather Conditions: Cloudy
Accumulative Yards: 6 Batch Size (cy): 6
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 24 +60
Result Specification Placement Location: Pavement, westbound lane,
53/4 3 -5 Southwesten Boulevard, Sta. 24 +50 to
4.5 3 -6 Sta. 25 +10;' Sta. 25 +75 to Sta. 26 +25
72
81
146.8
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
04/06/10
1
2
6.00
28.27
04/06/10
1
3
6.00
28.27
04/06/10
1
4
6.00
28.27
04/06/10
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
04/08/10
3
115,200
04/12/10
7
123,120
05/03/10
28
143,030
05/03/10
28
141,240
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,070
5
4,350
4
5,060
4
5,000
2
5,030
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 ast c in es ' e strength
samples.
Terracon Rep.: Koda W. Shadix Started: 1100
Reported To: Oscar, Lacy Construction Finished: 1300
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Eric J. leveland, P.E.
(1) Lacy Construction Senior Loject 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.s Page 1 of 1
Irerracon
Consultina Engineers & Scientists
8901 Carpenter pnvy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Contractor:
General Location:
Test Method:
Comments:
Lacy Construction
Paving
TxDOT Method 140 -E
EST
TEST
REQUIRED DEPTH
OF LIME
(in.)
ACTUAL DEPTH
OF LIME
(in.)
1
W bound Southwestern Blvd., Sta. 3 +00
8
8.5
2
1 W bound Southwestern Blvd., Sta. 31 +00
8
8.3
3
W boluid Southwestern Blvd., Sta. 28 +00
8
8.5
4
W bound Southwestern Blvd., Sta. 22 +50
8
8.5
5
W bound Southwestern Blvd., Sta. 19 +50
8
9.0
6
W bound Southwestern Blvd., Sta. 16 +50
8
9.0
7
Howell Drive, Sta. 0 +50
8
9.0
8
Bullock Street, Sta. 1 +00
8
8.3
Technician: F. Morlllo
Report Distribution:
(1) City of Coppell TX
(1) Halff Assoc Inc
(1) PacTrust Pacific Realty Associates LP
(1) City of Coppell TX
(1) Lacy Construction
Senior Project Manager
309sa This repot is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.
Contractor:
General Location
Test Method:
Comments:
Lacy Constiuction
Paving, W Bound, Southwestern Blvd.
TxDOT Method 140 -E
Technician: F. Morillo
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
(1) City of Coppell TX
(1) Halff Assoc Inc
(1) PacTrust Pacific Realty Associates LP
309sa This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.