ST0701-LR100527CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0149 Irerracon
Service Date: 04/28/10 8901 Carpenter Frwy.
Report Date: 05/27/10 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 1205
Truck No.: 1349
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
259
Ticket No.:
25192334
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 Date:
04/28/10 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
Water Added After (gal):
0
Sample Location:
Span #3, E side
Placement Location:
Bridge Placement, Spans #1 and #3
Compressive
Strength
Age at
Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
04/29/10
05105110
7
112,780
28.27
04/29/10
05/12/10
14
122,360
28.27
04/29/10
05/26/10
28
139,960
28.27
04/29/10
05/26/10
28
145,790
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,990
4
4,330
2
4,950
4
5,160
4
5,060
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
samples.
Terracon Rep.: Jose A. Martinez Started: 1000
Reported To:
Contractor: Lacy Construction
Report Distribution:
(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
Finished:
1500
Reviewed By:
Senior Project
strength
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, 4- 28-10, Rev.a Page 1 of 1
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1138
Truck No.:
1349
Plant: 259
Ticket No.: 25199113
Field 'test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/2 3 -5
5.0 3 -6
76
82
148.6
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:
05/12/10 Sample Time: 1215
Sampled By:
Tirek Driver
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
Fracture
Water Added After (gal):
0
Sample Location:
East end of bridge
Placement Location:
Bridge Deck Sidewalk, Southwestern
05/13/10
Boulevard
Comments
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Terracon Rep.: Tirek Driver Started: 1130
Reported To:
Contractor: Lacy Construction
Report Distribution:
(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
Finished: 1330
Reviewed By:
compressive strength
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.
CROOOt, 4.28 -10, Rev.4 Page 1 of 1
Age at
Maximum
Compressive
Date
Date
Test
Load
Strength
Fracture
Received
Tested
(days)
(lbs)
(psi)
Type
05/13/10
05/19/10
7
114,170
4,040
4
05/13/10
05/26/10
14
129,230
4,570
2
05/13/10
06/09/10
28
05/13/10
06/09/10
28
Comments
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and
samples.
Terracon Rep.: Tirek Driver Started: 1130
Reported To:
Contractor: Lacy Construction
Report Distribution:
(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
Finished: 1330
Reviewed By:
compressive strength
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.
CROOOt, 4.28 -10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0173 IkRrracan
Service Date: 05/19/10 8901 Carpenter Frwy.
Report Date: 05 /27/10 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 Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/19/10 Sample Time:
1030
Sampled By:
Jose A. Martinez
Mix ID: DCSOHSO4
Weather Conditions:
Partly cloudy
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 0956
Plant:
136
Placement Method:
Crane /Bucket
Truck No.: 1 191
Ticket No.: 25201571
Water Added Before (gal):5
Water Added After (gal):
0
Field Test Data
Sample Location:
Guard Rail
Test
Result
Specification
Placement Location:
Bridge - westbound Lane Guard Rail,
Slump (in):
5 1/2
3 -5
west side span
Air Content
5.0
3 -6
Concrete Temp. (F):
88
Ambient Temp. (F):
85
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
05/20/10
05/26/10 7
117,390 4,150
4
1 2
6.00
28.27
05/20/10
06/02/10 14
1 3
6.00
28.27
05/20/10
06/16/10 28
1 4
6.00
28.27
05/20/10
06/16/10 28
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie.
samples.
Terracon Rep.: Jose A. Martinez Started: 090(
Reported To: Finished: 120(
Contractor: Lacy Construction
Report Distribution:
1 I) City of Coppell Tx (1) City of Coppell Tx Reviewed By:
(1) City of Coppell 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.
cli000 1,.1- 28- 10,rtev.4 Page I of I
Senior Project Manager
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/12/10 Sample Time:
0735
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Cloudy, windy
Supplier:
Accumulative Yards:
10 Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
272 Southwestern Boulevard
Test
Result
Specification
Placement Location:
Driveways, Southwestern Boulevard
Slump (in):
3 1/2
3 -5
Air Content ( %):
4.5
3 -6
Concrete Temp. (F):
76
Ambient Temp. (F):
80
Plastic Unit Wt. (pcf):
152.2
Laboratory Pest 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
05/13/10
05115110 3
111,600 3,950
4
1 2
6.00
28.27
05/13/10
05/19/10 7
130,660 4,620
4
1 3
6.00
28.27
05/13/10
05/26/10 14
136,160 4,820
2
1 4
6.00
28.27
05/13/10
06/09/10 28
1 5
6.00
28.27
05/13/10
06/09/10 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.
Terracon Rep.: Tirek Driver Started: 0600
Reported To: Finished: 1130
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.
CR000 1, 4- 28-10, Rev.a Page I of 2
Specified Strength: 4,000 psi @
28 days
Sample Date:
05/12/10
Sample Time:
0940
Sampled By:
Tirek Driver
Mix ID:
Weather Conditions:
Clear
Supplier:
Accumulative Wards:
110
Batch Size (cy):
10
Batch Time:
Plant:
Placement Method:
Conveyor
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
Right Lane, corner of Howell
Test
Result
Specification
Placement Location:
Driveways,
Southwestern Boulevard
Slump (in):
3
3 -5
Air Content ( %):
5.0
3 -6
Concrete Temp. (F):
78
Ambient Temp. (F):
82
Plastic Unit Wt. (pcf):
150.6
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
05/13/10
05115110 3
124,090
4,390
4
2 2
6.00
28.27
05/13/10
05/19/10 7
146,790
5,190
4
2 3
6.00
28.27
05/13/10
05/26/10 14
149,390
5,280
2
2 4
6.00
28.27
05/13/10
06/09/10 28
2 5
6.00
28.27
05 /13/10
06/09/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compress,%p strength
samples.
Terracon Rep.: Tirek Driver Started: 0600
Reported To:
Finished: 1130
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. Cleve nd, 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.
CR0001, 4- 28-10, Rev.4 Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0099 strewn
Service Date: 05/19/10 8901 Carpenter Frwy.
Report Date: 05/27/10 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 SOtlthwest 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:
1701
Supplier:
Lattimore
Batch Time:
1327
Truck No.:
5030
Plant: 7
Ticket No.: 7217096
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 1/2 3 -5
4.0 3 -6
90
82
148.8
Laboratory Test Data
Sample Date:
05/19/10 Sample Time: 1410
Sampled By:
Julio R. Perez
Weather Conditions:
Partly cloudy
Accumulative Yards:
3.5 Batch Size (cy): 3.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
45' S of Bullock Street on Southwestern
6.00
Boulevard
Placement Location:
Inlet Top
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
05/20/10
05/26/10
1 2
6.00
28.27
05/20/10
06/02/10
1 3
6.00
28.27
05/20/10
06/16/10
1 4
6.00
28.27
05/20/10
06/16/10
Age at Maximum Compressive
Test Load Strength Fracture
(days) (lbs) (psi) Type
7 113,000 4,000 4
14
28
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.: Julio R. Perez Started: 140(
Reported To: Finished: 160(
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City or Coppell 'rx (2) Halff Assoc Inc
(1) Lacy Construction
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.
cizouo i, 4-29-10, itov. a
Page 1 of 1