ST0701-LR100201CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerrocan
Report Number: 94091194.0016
Service Date: 01/15/10 8901 Carpenter Frwy.
Report Date: 02/01/10 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 Creels 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:
01115110 Sample Time: 1523
Sampled By:
Barry Cuble
Mix ID: 1701
Weather Conditions:
Cloudy, light breeze
Supplier: Lattimore
Accumulative Yards:
7 Batch Size (cy): 7
Batch Time: 1439
Plant:
7
Placement Method:
Direct Discharge
Truck No.: 1076
Ticket No.: 7213881
Water Added Before (gal):5
Water Added After (gal): 0
Field Test Data
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Inlet Walls and Bottom at B /1, Sta.
Slump (in):
2 1/2
1 +04; B /3, Sta. 0 +74
Air Content ( %):
3.6
Concrete Temp. (F):
60
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
148.7
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
I 1
6.00
28.27
61 /16/10
01/22/10 7
170,260 6,020 2
1 2
6.00
28.27
01/16/10
01/29/10 14
185,630 6,570 2
1 3
6.00
28.27
01/16/10
02/12/10 28
1 4
6.00
28.27
01/16/10
02/12/10 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 Cuble Started: 1500
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTntst Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constriction
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 1 of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT CEM Em
Report Number: 94091 194.0026 lVerracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/01/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTrust 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 a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1329 Plant: 3
Truck No.: 1 108 Ticket No.: 3273298
Field Test Data
Test
Slump (in):
Air Content (' %r):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
T1 /2
4.0
74
69
144.5
Sample Date:
01/22/10 Sample Time: 1440
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Inlet Tops at Sta 19 +43, Sta. 31 +66,
Strength Fracture
Sta. 29 +50 and Sta. 3 +95
Placement Location:
Inlets, Southwestern Blvd
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
01/23/10
01/29/10
7
122,900
4,350 2
1 2
6.00
28.27
01/23/10
02/05/10
14
1 3
6.00
28.27
01/23/10
02/19/10
28
1 4
6.00
28.27
01/23/10
02/19/10
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.: Francisco J. Morillo Started: 1400
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PncTnist Pacific Reahp Associatcs LP (1) City ofCoppell TX
(1) City nl'Coppell T\ (2) HnIffASsoc Inc r J. eve and, 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 forthe 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.
Ctunnn. n.'•.; Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0074 "Irel
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/01/10 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
[latch Time: 0959 Plant: 136
Truck No.: 1219 Ticket No.: 25157804
Field Test Data
Test
Slump (in):
Air Content (%1):
Concrete Temp. (F):
Ambient Temp. (('):
Plastic Unit Wt. (pef):
Result Specification
4 1/2 3 -5
5.4 3 -6
65
60
150.9
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:
01/22/10 Sample Time: 1036
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):5
01/23/10
Water Added After (gal):
0
Sample Location:
10' N of S Wall & 20'W of E Edge
Placement Location:
Bridge Deck, Span #2, mid -span
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
01/23/10
01/29/10
7
132,140
28.27
01/23/10
02/05/10
14
28.27
01/23/10'
02/19/10
28
28.27
01/23/10
02/19/10
28
Compressive
Strength Fracture
(psi) Type
4,670 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0930 LuZClereland, e: 1.00
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City nl'Colipcll Tx (1) City of Coppell TX Reviewed By:
(1) City nrcnppcu - rx (2) HaltrAssoc Inc .E.
(1) Lacy Constriction (1) PneTnlsl 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.
CnINNI I. ± -21 -11 R¢r.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT m1rerracon
Report Number: 94091193.0075
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/01/10 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: 2,000 psi @ 28 days
Mix ID: DCB00501
Supplier: Redi -Mix
[latch Time: 1205 Plant: 136
Truck No.: 1 189 Ticket No.: 25157962
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
2.5 0.5-2.5
67
63
153.1
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/23/10
1 2
6.00
28.27
01/23/10
1 3
6.00
28.27
01/23/10
1 4
6.00
28.27
01/23/10
Sample Date:
01/22/10 Sample Time: 1244
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal): 10
Water Added After (gal):
0
Sample Location:
15' S of Bridge, 5' E of W Edge
Placement Location:
Riprap, south span
Age at Maximum
Date
Test Load
Tested
(days) (lbs)
01/29/10
7 101,930
02/05/10
14
02/19/10
28
02/19/10
28
Compressive
Strength Fracture
(psi) Type
3,610 2
Comments:
Samples M ade By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble � / %���
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell 'I - x (1) City of Coppell TX Reviewed By :
(1) City nrcopl,eu Tx (2) Halff Assoc Inc Eric J. gfeveland, P.E.
(1) Lacy Constnlctinn (1) PncTnist Pacific Realty Associates LP Senior roject 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.
tROM 1, 5 - 21 .1M1, Rm.1 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0022 Irerracon
Service Date: 01/21/10 8901 Carpenter Frwy.
Report Date: 02/01/10 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: 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. (pef):
Result Specification
2 1/2
3.0
62
62
144.0
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/22/10
1 2
6.00
28.27
01/22/10
1 3
6.00
28.27
01/22/10
1 4
6.00
28.27
01/22/10
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
28
Water Added After (gal):
0
Sample Location:
Approximately 50' W of west curb of
Belt Line Road
Placement Location:
Inlet top, eastbound Southwestern
Boulevard
Age at Maximum
Date
Test Load
Tested
(days) (lbs)
01/28/10
7 136,140
02/04/10
14
02/18/10
28
02/18/10
28
Compressive
Strength Fracture
(Psi) Type
4,820
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.: 131.1r1 E. Thomas Started: 1230
Reported To: Mr. O'Dell Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTrust Pacific Realty Associnics LP (1) City ofCoppell TX y
(1) City ofCoppell TX (2) Halff Assoc Ine
(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.
c•unWL5- 2i•oa,tt -3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0067 Irerracan
Service Date: 01/14/10 8901 Carpenter Frwy.
Report Date: 02/01/10 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: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 0916 Plant: 136
Truck No.: 1192 Ticket No.: 25154810
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
6.0 3 -6
57
50
146.1
Laboratory Test Data
Sample Date:
01/14/10 Sample Time: 0955
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, light breeze
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal): 15
Water Added After (gal):
0
Sample Location:
Sta. 13 +85
Placement Location:
Bridge Deck, east Bound, Sta. 13 +56 to
28.27
Sta. 14 +05
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01115110
01/18/10
1 2
6.00
28.27
01115110
01/21/10
1 3
6.00
28.27
01115110
01/28/10
1 4
6.00
28.27
01115110
02/11/10
1 5
6.00
28.27
01115110
02/11/10
mments:
Samples Made By: Terracon
Age at Maximum
Test Load
(days) (lbs)
4 110,400
7 136,420
14 168,690
28
28
Compressive
Strength
Fracture
(psi)
Type
3,910
4
4,830
2
5,970
5
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: 1430
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City or Coppell TX Reviewed By:
(])City of Coppell TX (2) Halff Assoc Inc Eric J. Clev land, 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, Rev3 Page 1 of 1