ST0701-LR100209CONCRETE COMPRESSIVE STRENGTH TEST REPOR
Irerracon
Report Number: 94091193.0059
Service C`utc Ol/ll/lO 8901 Cocpentucyrny.
Report Date: 82/09/10 Revision Dallas, I}C75247
214 -1010 Re N F3272
Client
City ofCoppoUTX
Attn: Keith Marvin
9O Box g478
CoppoU
P
Southwestern Boulevard
CoppolDoad to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 poi@ 28 days
Mix ID:
Supplier: &odi84ix
Batch Time: Plant: 0n-sit
Truck No.: Ticket Nu:
Field Test Data
Test
Air Content (Y
Concrete Temp. 0l:
Ambient Temp. (F):
Plastic Unit Wt. (pcD:
Result Specification
3 1/4_'
3.5 3-6
55
45
Laboratory Test Data
Bet Specimen
Diameter
Area
Date
Nu DN
Clear
Accumulative Yards:
Received
-----' -------
1
-------
6.00
28 27
— 01/12/10
| 2
6.00
28.27
81/12/10
| 3
6.08
28.27
01/12/10
l 4
6.00
28.27
01/12/10
Sample Date:
01/11/10 Gump&Thma: 1145
Sampled 0y:
James C. Blackwell
Weather Conditions:
Clear
Accumulative Yards:
48 Batch Size (cy ): 8
Placement Method:
Direct Discharge
Water Added Before (guU:O
7
Water Added After (AuD:
O
Sample Location:
Biu.l+OO
Placement Location:
Pavement, westbound lane of
5
Southwestern Blvd., between Sta. l+l5
02/08/18
and Sta. 3+lO
Age at Maximum Compressive
Date
Test
Load
Strength
Fracture
Tested
(days)
T ype
01/18/10
7
144
5,100
2
01/25/10
14
150,320
5
2
02/08/18
28
177
6
4
02/08/10
28
176
6,250
4
Average (28days) 6,260
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terrucoo
Services: Obtain samples of fresh concrete o1 the placement locations, perform required fioldtests and cast compressive strength
amop|oa.
IrcrucnnRoy.: James C. Blackwell Started: 0630 Lunch /Nuu-"Cburgeub\u: 1.50
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(V Cit o,00pp"nrx (; Cit urooppv zx
(V Cit mc"pparx (quom Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: AGTMC3l'ASIMC39'&8TMCl38`ASIMCl43,ASTN{Cl32,&QTMC23l,AS?MCl064 &STMCl29l
AGT�&�GHTO DOT Th��pn��ox�un�e��n��mmofdmo�n
indicated above and shall not be �------'-----~--- ��Um
reprod �f����me��nn���� Test ���m����nmn only
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page lof3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091193.0059
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 02/09/10 Revision 2 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
Mix ID:
Supplier: Redi -Mix
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. (pef):
Result Specification
3 3 -5
5.5 3 -6
60
49
150.0
Sample Date:
01 /11 /10 Sample Time: 1455
Sampled By:
James C. Blackwell
Weather Conditions:
Clear
Accumulative Yards:
120 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 1 +95
Placement Location:
Southwestern Blvd., between Sta. 1 +15
Fracture
and Sta. 3 +10
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
01/12/10
01/18/10
7
126,050
4,460
4
2
2
6.00
28.27
01/12/10
01/25/10
14
142,630
5,050
4
2
3
6.00
28.27
01/12/10
02/08/10
28
169,350
5,990
5
2
4
6.00
28.27
01/12/10
02/08/10
28
166,040
5,870
5
Average (28 days)
5,930
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.: James C. Blackwell Started: 0630 Lunch / Non - Chargeable: 1.50
Reported To: Finished: 1700
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.
CR0001, 5- 21 -09, Rev.7 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
P
Re ort Number: 94091193.0059 Irerracon
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 02/09/10 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
Sample Date:
01 /11 /10
Sample Time:
1608
Sampled By:
James C. Blackwell
Mix ID:
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
208
Batch Size (cy):
8
Batch Time:
Plant:
On -site
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 3 +00
Test
Result
Specification
Placement Location:
Southwestern Blvd., between Sta. 1 +15
Slump (in):
3
3 -5
and Sta. 3 +10
Air Content ( %):
4.9
3 -6
Concrete Temp. (F):
62
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
149.9
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 01/12/10
01/14/10 3
94,870
3,360
4
3 2
6.00
28.27 01/12/10
01/18/10 7
140,820
4,980
2
3 3
6.00
28.27 01/12/10
01/25/10 14
153,050
5,410
2
3 4
6.00
28.27 01/12/10
02/08/10 28
192,080
6,790
5
3 5
6.00
28.27 01/12/10
02/08/10 28
198,460
7,020
5
Average (28 days)
6,910
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.: James C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(I) City or Coppell TX
(1) Lacy Constntction
(1) City of Coppell TX
(2) Halff Assoc Inc
(1) PacTntst Pacific Realty Associates LP
Started: 0630 Lunch - r able: 1.50
Finished: 1700
Reviewed By:
ri . CI eland, P.E.
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, Rev3 Page 3 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0077 Irerracan
Service Date: 01/25/10 8901 Carpenter Frwy.
Report Date: 02/09/10 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
Proj Number: 94091193
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1127
Truck No.: 7025
Plant: 6
Ticket No.: 6365113
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
4.3 3 -6
62
58
150.7
Laboratory Test Data
Sample Information
Sample Date: 01/25/10 Sample Time: 1247
Sampled By: Barry Cuble
Weather Conditions: Sunny, breezy
Accumulative Yards: 3.5 Batch Size (cy): 3.5
Placement Method: Direct Discharge
Water Added Before (gal):8
Water Added After (gal): 0
Sample Location: See Placement Location
Placement Location: Pavement, inlet strip at Sta. 3 +95
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01/26/10
02/01/10
1 2
6.00
28.27
01/26/10
02/08/10
1 3
6.00
28.27
01/26/10
02/22/10
1 4
6.00
28.27
01/26/10
02/22/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(Ibs)
(psi) Type
7
126,300
4,470 2
14
143,240
5,070 4
28
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast o pre siv strength
samples.
Terracon Rep.: Barry Cuble Started: 1130
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City or Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc Erl J. leveland, P.E.
(1) Lacy Constntction (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, Rev.3 Page 1 of I
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0088 Irerracon
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/09/10 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: Paving, west bridge approach, approximate slab (27' x 20')
Test Method: Visual Observation
G7 A - • :ZAKi7; go] 61 #IWT %IMkiI
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
Bar Grade
X
Properly Tied
X
Vapor Barrier
Rebar Clean
X
Dowel Bars in Place
X
Welded Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Mechanical Splices
Number of Bars
X
Proper Cover /Clearance
X
Lapped Splices
X
Discrepancies /Comments:
Any discrepancies found were corrected prior to completion of this observation.
1. Mud on reinforcing steel bar needed to be cleaned.
2. Reinforcing steel bar support was needed.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppell TX (1) City of Coppell Tx
(1) City ol'Coppcll TX (2) Flalff 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.
Page 1 of 1
sa
Senior Project Manager
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0088 Irerracon
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/09/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Alm: 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: Paving, west bridge approach, approximate slab (27' x 20')
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
Bar Grade
X
Properly Tied
X
Vapor Barrier
Rebar Clean
X
Dowel Bars in Place
X
Welded Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Mechanical Splices
Number of Bars
X
Proper Cover /Clearance
X
Lapped Splices
X
Discrepancies /Comments:
Any discrepancies found were corrected prior to completion of this observation.
1. Mud on reinforcing steel bar needed to be cleaned.
2. Reinforcing steel bar support was needed.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City orCuppcll Tx (I) City of Tx
(1) City ol'Cuppell'I (2) PlalfrAssoc Inc Reviewed By:
(I) Lacy Cuostruclinn (1) PacTrusl Pacific Really Associates
LP Eric J. Cle land, P.E.
Senior Project Manager
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 1
sa