ST0701-LR100127 (2)CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0064 Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 1 -3
9.2 3 -6
52
46
142.1
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:
01/13/10 Sample Time: 0958
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 12 +60
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
02/10/10
west of bridge
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/14/10
01/20/10
7
28.27
01/14/10
01/27/10
14
28.27
01/14/10
02/10/10
28
28.27
01/14/10
02/10/10
28
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
135,440
4,790 2
170,030
6,010 2
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (I) City of Coppell TX
(1) City of Coppell TX (2) Hnlff Assoc Inc
(I) 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.
cROOOt, 5.21.09, Rev.3 Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0064
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1 -3
5.0 3 -6
57
48
151.0
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
2
5
6.00
Sample Date:
01/13/10 Sample Time: 1055
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 10 +25
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
28.27
west of bridge
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/14/10
01/16/10
3
28.27
01/14/10
01/20/10
7
28.27
01/14/10
01/27/10
14
28.27
01/14/10
02/10/10
28
28.27
01/14/10
02/10/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
108,890
3,850
5
130,560
4,620
2
174,950
6,190
2
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
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
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.
C11000 1, 5.21 -09, Rev.3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0064 Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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 Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/4 1 -3
5.9 3 -6
59
50
148.6
Sample Information
Sample Date:
01/13/10 Sample Time: 1145
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Sta. 8 +00
Placement Location:
Paving from Sta. 7 +25 to Sta. 12 +60,
No. ID
west of bridge
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
3 1
6.00
28.27
01/14/10
01/20/10
7
97,580
3,450
2
3 2
6.00
28.27
01/14/10
01/27/10
14
143,410
5,070
2
3 3
6.00
28.27
01/14/10
02/10/10
28
3 4
6.00
28.27
01/14/10
02/10/10
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.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
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 EtVJ. Ieveland, P.E.
(1) Lacy Construction (I) PacTrust Pacific Realty Associates LP Senior froject 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.l Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013 Irerrar-on
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 Revision I 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
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Plant:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
23/4 1 -3
6.5 3 -6
60
53
147.7
ect Number: 94091194
Sample Information
Sample Date: 01/13/10 Sample Time: 1400
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: Batch Size (cy): 8
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 23 +00
Placement Location: Paving, east of bridge from Sta. 15 +50
to Sta. 23 +00
Laboratory Test Data
Compressive
Load
Strength Fracture
(lbs)
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
01/14/10
01/20/10
7
1 2
6.00
28.27
01/14/10
01/27/10
14
1 3
6.00
28.27
01/14/10
02/10/10
28
1 4
6.00
28.27
01/14/10
02/10/10
28
Comments:
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
143,840
5,090 2
159,900
5,660 2
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.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(I ) 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.
CR0001, 5- 21 -09, Rev.I Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013 flerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1 -3
5.9 3 -6
58
50
149.6
Sample Date:
01/13/10 Sample Time: 1429
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
Sta. 21 +25
Placement Location:
Paving, east of bridge from Sta. 15 +50
02/10/10
to Sta. 23 +00
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
2
1
6.00
2
2
6.00
2
3
6.00
2
4
6.00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28 .27
01/14/10
01/20/10
7
28.27
01/14/10
01/27/10
14
28.27
01/14/10
02/10/10
28
28.27
01/14/10
02/10/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
156,620
5,540 2
173,130
6,120 2
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.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrusl 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.
CR00o 1, 5- 21 -09, Rev.7 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013
err
Service Date: 01/13/10
8901 Carpenter Frwy.
Report Date: 01/27/10 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:
01/13/10 Sample Time: 1532
Sampled By:
Christopher P. Moran
Mix 1D:
Weather Conditions:
Overcast, windy
Supplier:
Accumulative Yards:
Batch Size (cy): 8
Batch Time: Plant:
Placement Method:
Direct Discharge
Truck No.: Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 19 +10
Test Result Specification
Placement Location:
Paving, east of bridge from Sta. 15 +50
Slump (in): 2
1 -3
to Sta. 23 +00
Air Content ( %): 6.4
3 -6
Concrete Temp. (F): 58
Ambient Temp. (F): 50
Plastic Unit Wt. (pcf): 149.1
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
3 1 6.00 28.27
01/14/10
01/20/10 7
151,030 5,340 2
3 2 6.00 28.27
01/14/10
01/27/10 14
175,860 6,220 2
3 3 6.00 28.27
01/14/10
02/10/10 28
3 4 6.00 28.27
01/14/10
02/10/10 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.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City ofCoppell 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.
CR0001, 5- 21 -09, Rev.3 Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0013 lerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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 c@ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1 -3
6.3 3 -6
58
49
148.1
Sample Date: 01/13/10 Sample Time: 1641
Sampled By: Christopher P. Moran
Weather Conditions: Overcast, windy
Accumulative Yards: 400 Batch Size (cy): 6
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 17 +25
Placement Location: Paving, east of bridge from Sta. 15 +50
to Sta. 23 +00
Laboratory Test Data
Date
Set
Specimen Diameter
No.
ID
(in)
4
1
6.00
4
2
6.00
4
3
6.00
4
4
6.00
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/14/10
01/20/10
7
28.27
01/14/10
01/27/10
14
28.27
01/14/10
02/10/10
28
28.27
01/14/10
02/10/10
28
Maximum
Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
144,890
5,120 2
166,890
5,900 2
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.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX y
(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.
CR0001, 5- 21.09, ReO Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0018 Terracon
Service Date: 01/19/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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: 1701
Supplier: Lattimore
Batch Time: 1402 Plant: 7
Truck No.: 5030 Ticket No.: 7213987
Field Test Data
Test
Slump (in):
Air Content (' %1):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 3 -5
4.4 3 -6
71
70
149.4
Sample Date:
01/19/10 Sample Time: 1448
Sampled By:
Barry Cuble
Weather Conditions:
Partly sunny, light breeze
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet at B /5, Sta. 0 +29
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Date
Date
Test
Received
Tested
(sq in) (days)
01/20/10
01/26/10
28.27 7
01/20/10
02/02/10
28.27 14
01/20/10
02/ 1 G/ 10
28.27 28
01/20/10
02/ 1 G/ 10
28.27 28
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
120,610 4,270 2
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1330
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(I) PncTrust Pacific Itl•1II1' Ati50L'IaICS LP (I) City of Coppell TX y
(I) City of Coppcll 'I'X (2) Halfr Assoc Inc Eric J. Cleveland, P.E.
( I) Lacy Lacy
(_ • 1,1, \11'111'1 1111, 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.
ruaun, 5.21.09
, ucr.3 Page 1 of
Age at
Area
Date
01/20/10
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
120,610 4,270 2
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1330
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(I) PncTrust Pacific Itl•1II1' Ati50L'IaICS LP (I) City of Coppell TX y
(I) City of Coppcll 'I'X (2) Halfr Assoc Inc Eric J. Cleveland, P.E.
( I) Lacy Lacy
(_ • 1,1, \11'111'1 1111, 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.
ruaun, 5.21.09
, ucr.3 Page 1 of
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 1330
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(I) PncTrust Pacific Itl•1II1' Ati50L'IaICS LP (I) City of Coppell TX y
(I) City of Coppcll 'I'X (2) Halfr Assoc Inc Eric J. Cleveland, P.E.
( I) Lacy Lacy
(_ • 1,1, \11'111'1 1111, 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.
ruaun, 5.21.09
Date
01/26/10
, ucr.3 Page 1 of
REINFORCING STEEL OBSERVATIONS REPORT C211 =
Report Number: 94091193.0073 fl err a c an
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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
Proiect Number: 94091193
PROJECT DATA
Drawings Utilized: SC1.31, SC 1.21 & SC 1.22
Locations /Items Observed: Paving, Bridge Deck, Span #2; mid -span
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
X
Bar Grade
X
Properly Tied
X
Welded Splices
Reber Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the tulle of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Constriction
(1) City of Coppell TX
(2) Halff Assoc Inc Reviewed By:
(1) PacTrust Pacific Realty Associates
LP
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.
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