ST0701-LR100416CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0114 Irerracon
Service Date: 04/01/10 8901 Carpenter Frwy.
Report Date: 04/16/10 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 @ 28 days
Mix ID: DCCOG501
Supplier: Redi -Mix
Batch Time: 1606 Plant: 259
Truck No.: 1349 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
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
04/02/10
1
2
6.00
28.27
04/02/10
1
3
6.00
28.27
04/02/10
t
4
6.00
28.27
04/02/10
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
14
#1
Placement Location:
Drilled Piers, see Foundation
Observations Report #94091193.0113,
dated 04/01/10, for pier locations
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
(lbs)
(psi)
Type
04/08/10
7
125,860
4,450
4
04/15/10
14
157,980
5,590
2
04/29/10 28
04/29/10 28
Comments:
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: Reviewed By:
(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.
CR0001, 5- 21 -09, Rev.3 Page 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT I rer r a co n
Report Number: 94091 193.0126
Service Date: 04/06/10 8901 Carpenter Frwy.
Report Date: 04 /15/10 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:
04/06/10
Sample Time:
1318
Sampled By:
Koda W. Shadix
Mix ID: DCCOG504
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
6.5
Batch Size (cy):
6.5
Batch Time: 1323
Plant:
P259
Placement Method:
Bucket
Truck No.: 1 349
Ticket No.: 25182255
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Column C
Test
Result
Specification
Placement Location:
Columns C and D on Bent #2
Slump (in):
6
3 -5
Air Content (' %o):
3.5
3 -6
Concrete Temp. (F):
80
Ambient Temp. (F):
87
Plastic Unit Wt. (pct):
145.6
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
I 1
6.00
28.27
04/07/10
04/13/10 7
94,910
3,360
4
1 2
6.00
28.27
04/07/10
04/20/10 14
1 3
6.00
28.27
04/07/10
05/04/10 28
1 4
6.00
28.27
04/07/10
05/04/10 28
Comments
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and ca compressive strength
samples.
Terracon Rep.: Koda W. Shadix Started: 1200
Reported To: "ferry, Ashlar Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of C oppcll Tx (1) City or Coppell TX
(I) City of Coppell 'I'x (2)1 -Ialff Assoc Inc Eric J. CIe Senior Proj t Manager
c V land, P.E.
(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.
Page 1 of 1
('Rnuol. �- '_I -uo. Rev.;
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
ifielffracon
Report Number: 94091194.0065
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Date: 04/16/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PaCTPUSt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels 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: 1449 Plant: 7
Truck No.: 7060 Ticket No.: 721593'
Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
2 3 -5
3.8 3 -6
75
70
149.2
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
Area
Date
(sq in)
Received
28.27
04/09/10
28.27
04/09/10
28.27
04/09/10
28.27
04/09/10
Sample Date:
04/08/10 Sample Time: 1530
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
Across from Elementary School
Placement Location:
Inlet Bottoms and Sides, westbound
Southwestern Boulevard
Age at
Date
Test
Tested
(days)
04/15/10
7
04/22/10
14
05/06/10
28
05/06/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
154,240
5,460 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and ca compressive strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
( I ) Pac Trust Pacific Realty Associates LP (1) City or Coppell TX Reviewed By:
(I) city of copper Tx ( ?) I]alrrAssoc Inc Eric J. Cl eland, P.E.
(1) Lacy Construction Senior Project Manager
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.
Ctuuui. s -z 1 -09, Rev.3 Page 1 of I
Drawings Utilized: SC1.08, dated 05/2009
Locations/Items Observed: Bridge, westbound at Beam #3
Test Method: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tle Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
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
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Reviewed By:
(1) Lacy Construction (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.
CTOOOI, 3- 09 -10, Rev.6 Page I of 1
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