ST0701-LR100204CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerrocan
Report Number: 94091194.0020
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive stren
samples.
Terracon Rep.: Barry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
( I) Pac Frost Pacific Realty Associates LP (1) City of Coppell TX
(1) Ciiy 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. Rm3 Page I of 1
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
01/20/10 Sample Time:
1459
Sampled By:
Barry Cuble
Mix 1D: 1701
Weather Conditions:
Partly sunny, light breeze
Supplier: Lattimore
Accumulative Yards:
6 Batch Size (cy):
6
Batch Time: 1405
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 3012
Ticket No.: 7218054
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Inlet Walls at B /2, Sta. 0 +31.2 and Inlet
Slump (in):
3 1/4
Top
Air Content ( %):
3.8
Concrete Temp. (F):
74
Ambient Temp. (F):
71
Plastic Unit Wt. (pcf):
147.8
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
01/21/10
01/27/10 7
134,810 4,770
2
1 2
6.00
28.27
01/21/10
02/03/10 14
150,230 5,310
2
1 3
6.00
28.27
01/21/10
02/17/10 28
1 4
6.00
28.27
01/21/10
02/17/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive stren
samples.
Terracon Rep.: Barry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
( I) Pac Frost Pacific Realty Associates LP (1) City of Coppell TX
(1) Ciiy 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. Rm3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0070 Irerrocan
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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 Sample Information
Specified Strength: 4,000 psi @
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
0947 Plant:
Truck No.:
H89 Ticket No
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
28 days
136
25156629
Sample Date:
01/20/10 Sample Time: 1019
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):10
6.00
Water Added After (gal):
0
Sample Location:
Sta. 14 +10
Placement Location:
Bridge Deck, East bound, Sta. 14 +02 to
7
Sta. 14 +47
Result Specification
5 3 -5
5.1 3 -6
66
62
145.1
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 l
6.00
1 2
6.00
1 3
6.00
1 4
6.00
1 5
6.00
ments:
Samples Made By: Terracon
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
01/21/10
01/22/10
2
75,240
28.27
01/21/10
01/27/10
7
138,600
28.27
01/21/10
02/03/10
14
149,950
28.27
01/21/10
02/17/10
28
28.27
01/21/10
02/17/10
28
Compressive
Strength
Fracture
(psi)
Type
2,660
5
4,900
2
5,300
4
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: 0900
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(I) City or Coppell TX (2) Halff Assoc Inc Eric J. QIeveland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP 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. 11 -3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0022 Irerracan
Service Date: 01/21/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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: 1701
Supplier: Lattimore
Batch Time: 1327 Plant: 3
Truck No.: 9142 Ticket No.: 3273227
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
2 1/2
3.0
62
62
144.0
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:
01/21/10 Sample Time: 1427
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Approximately 50'W of west curb of
14
Belt Line Road
Placement Location:
Inlet top, eastbound Southwestern
28
Boulevard
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/22/10
01/28/10
7
28.27
01/22/10
02/04/10
14
28.27
01/22/10
02/18/10
28
28.27
01/22/10
02/18/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
136,140
4,820 4
152,420
5,390 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.: Burl E. Thomas Started: 1230
Reported To: Mr. O'Dell Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) PacTnlst Pacific Realty Associates LP (1) City ofCoppell TX Reviewed By:
(1) City ofCoppell 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.
CROOOI, 5- 21 -09, Rm3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0071 Irerracan
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 02/04/10 Revision 1 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
Material Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: DCB0C01
Supplier: Redi -Mix
Batch Time: 1141 Plant: 136
Truck No.: 1189 Ticket No.: 25156768
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
6
2.8
65
66
149.3
Proiect Number: 94091193
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Sample Information
Sample Date:
01/20/10 Sample Time:
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (ey):
Placement Method:
Pump
Water Added Before (gal):0
No. ID
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Riprap, SE side of bridge
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
103,120
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
01/21/10
01/27/10
7
l 2
6.00
28.27
01/21/10
02/03/10
14
l 3
6.00
28.27
01/21/10
02/17/10
28
I 4
6.00
28.27
01/21/10
02/17/10
28
Comments:
Maximum Compressive
1206
10
Load
Strength Fracture
(lbs)
(psi) Type
103,120
3,650 2
112,110
3,970 4
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
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed B y :
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constnlclion (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.
CR0001, 5- 21 -09, 11- 3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 193.0080
Service Date: 01/27/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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 c@
28 days
Sample Date:
01/27/10 Sample Time:
1123
Sampled By:
Barry Cuble
Mix ID: DCCOG504
Weather Conditions:
Cloudy, breezy
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy):
5
Batch Time: 1044
Plant:
136
Placement Method:
Bucket
Truck No.: 1 186
Ticket No.: 25159904
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Wing Wall at south side, east
and west
Slump (in):
4 1/2
3 -5
walls
Air Content (' %r):
4.8
3 -6
Concrete Temp. (F):
62
Ambient Temp. (F):
53
Plastic Unit Wt. (pcf):
150.7
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
01/28/10
02/03/10 7
143,280 5,070
2
1 2
6.00
28.27
01/28/10
02/10/10 14
1 3
6.00
28.27
01/28/10
02/24/10 28
1 4
6.00
28.27
01/28/10
02/24/10 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.: Barry Cubic Started: 0900
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City ol'Coplxll'I'x (2) Halff Assoc hic
(1) Lacy Cunslructinn (1) PncTrust Pacific Really 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.
cRwert..- zt.rn), lie,•.: Page 1 of I
REINFORCING 10 9
STEE OBSERVATIONS REPORT il
Werracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 02/04/10 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
Project Number: 94091193
PROJECT DATA
Drawings Utilized: SC1.27
Locations /Items Observed: Bridge Paving Approach — East end
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
Rebar 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:
Any discrepancies found were corrected prior to completion of this observation.
1. Top reinforcing steel bar at north edge was not properly tied.
2. Reinforcing steel bars at east end were not properly supported.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City ul' Coppcll'I S
(1) City of Coppell TX
(1) Lacy Coustructirm
(1) City of Coppell TX
(2) 1 -Ialff Assoc Inc Reviewed By:
(1) Pac "trust 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.
Page I of I
dgr
Senior Project Manager