ST0701-LR100512CONCRETE COMPRESSIVE STRENGTH TEST REPORT �� r
Report Number: 94091193.0138 err aco n
Service Date: 04113/10 8901 Carpenter Frwy.
Report Date: 05/12/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PG Box 9478
Coppell, Tx 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Specified Strength: 4,000 psi c@ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1400 Plant: 259
Truck No.: 1371 Ticket No.: 25185619
Field Test Data
Test
Result
Slump (in):
4
Air- Content ( ° /o):
5.0
Concrete Temp. (F):
92
Ambient Temp. (F):
89
Plastic Unit Wt. (pcf):
147.0
Specification
3-5
3 -6
S ample Information
Sample Date:
04/13/10 Sample Time:
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
8 Batch (cy):
Placement Method:
Direct Discharge
Water Added Before (gal)
:0
Water Added After (gal):
0
Sample Location:
Beam #3
Placement Location:
Bridge, westbound
1525
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
04/14/10
04/20/10
7
106,380
3,760
4
1
2
6.00
25.27
04/14/10
04127/10
14
1 12,630
3,980
4
1
3
6.00
28.27
04114/10
05/11/10
28
119,250
4
4
1
4
6.00
28.27
04/14110
05/11/10
28
124,010
4,390
4
Average
(28 days)
4
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
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Superintendent Finished: 1630
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Co pp ell T
(1) City of Coppell TX (2) Halff Assoc Inc
( 1) Lacy Construction (1) PacTrust Pacific Realty Associates LP S
Test Methods: ASTM C 31, ASTM C39, ASTM C 13 8, ASTM C 143, ASTM C 172, ASTM C23 I, ASTM C 1064, ASTM C 1231
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 - 0 9, ReV.3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
c Report Number: 94091193.01 erraon
Service Date: 05/04110 8901 Carpenter F'rwy.
Report Date: 05/1 2/10 Kailas, TX 75247
214 -630 -1010 Reg No: F-3272
Client
City of CoppelI TX
Attn: Keith Marvin
PCB Box 9478
Coppell, TX 75419
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi cr 28 days
Mix ID: DCSOHSO4
Supplier: Red i -m iX
Batch Time: 1222 Plant: 136
Truck No.: 119.) Ticket No.: 25194706
Field Test Data
Tes
SIulmp (ill):
Air Content (%):
Concrete Temp. (F):
Ambient Temp, (F):
Plastic Unit Wt. (pcf):
Result Specification
5 3 -5
4.5 3 -6
82
75
148.2
Laboratory Test Data
Set SI)ecinnen
Diameter
No. ID
(ill)
1 1
6.00
1 2
6.00
1 3
6.00
I 4
6.00
Sample Date:
05104110 Sample Time: 1250
Sampled By:
Jesus Rojas
Weather Conditions:
Clear
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added :Before (gal):
10
Water Added After (gal):
0
Sample Location:
Bridge approach
Placement Location:
W Bridge Approach, Westbound lane
Age at Maximum
Area
Date
Date
Test
Load
(sq in)
Received
Tested
(days)
(lbs)
28.27
05/05114
05/11110
7
1 16
28.27
05/05/10
05/18/10
14
124
28.27
05/05/10
06/01/10
28
25.27
05/05/10
0610 1110
28
Compressive
Strength Fracture
(psi) Type
4,120 5
4,420 5
Comments:
Samples Made By: Tei•racon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ca t corn ressive trength
samples.
Terracon Rep.: Jesus Rojas Started: 1100
Reported To: Finished: 1330
Contractor: Lacy C017sti'
Report Distribution:
(1) City of l�
C�lacll 'I'\ (1) City of Copl�ell TX Reviewed By:
(1) City nl' Cop pe16 TX (2) Half'f` Assoc hic
r emor Clev land, P.�.
(I ) Lacy C'[� �5t �'ti�Lt i[}�� (1 ) PacT� ��st I'aci Cc Realty Associztes LP Prc j e t Manager
Test Methods: ASTM C31 1. 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.
rK000 [, 5-21-09, Rev-3 Page I of 1
REINFORCING STEED. OBSERVATIONS REPORT � ra er r a c o n Re I� ort Number: 94091193.0164
Service Date: 05/05/10 5901 Carpenter Frwy.
Report Date: 05/11/10 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 Creel
PO Box 9478 Coppell, Tx
Coppell, TX 75019
Project Number: 94091193
ii ►.
Drawings Utilized: Structural Sheets SC -129
Locat /Items Observed: Bridge, west Bound - Span 2 and B approach slab
Test Alethod: Visual Observation
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
x
Bar Length and Shape
x
Column Tie Spacing & Type
Approved
Bar Size
x
Proper Bar Placement
x
Stirrup Spacing & Type
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
Discrep a nci eslC o nnnients :
No discrepancies were noted at the time of this observation.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Koda W. Shadix
Reported To: Terry, Ashlar
Contractor: Lacy Constiliction
Report Distribution:
( city of Coppell I'\ ( 1 city of Coppell Tx
( 1) city 01' COI)I)Cll '1'1 (2) Hal IT Assoc hic 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.
('7100 0 i. 3-09-10, Rev-6 Page I of I
sty
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0070 Irerracon
Service Date: 04/13/10 8901 Carpenter Frwy.
Report Date: 05/12/10 Revision 2 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: 1328 Plant: 6
Truck No.: 9113 Ticket No.: 6368698
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
2 1 -3
3.4 3 -6
95
90
149.6
Laboratory Test Data
Set Specimen
Diameter
Area
No. ID
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Date:
04/13/10 Sample Time: 1445
Sampled By:
Julio R. Perez
Weather Conditions:
Sunny
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
(lbs)
Water Added After (gal):
0
Sample Location:
Line C at Sta. 0 +00
Placement Location:
Manhole, 81 ft. S of Southwestern
14
Boulevard on Belt Line Road
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
04/14/10
04/20/10
7
139,390
04/14/10
04/27/10
14
150,230
04/14/10
05111110
28
159,640
04/14/10
05/11/10
28
157,180
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,930
2
5,310
2
5,650
4
5,560
2
5,610
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
samples.
Terracon Rep.: Julio R. Perez Started: 1400 ,
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) 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.3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT l k! rraca n
Report Number: 94091 194.0093
Service Date: 05111/10 8901 Carpenter Frwy.
Report Date: 05/12/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
PacTrllst Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Plcwy 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
Sample Date:
05110110 Sample Time:
Age at Maximum
Compressive
Sampled By:
Sampled by contractor
Mix ID:
Date
Weather Conditions:
Sunny
Supplier:
Fracture
Accumulative Yards:
Batch Size (cy):
Batch Time:
Plant:
Placement Method:
(psi)
Truck No.:
Ticket No.:
Water Added Before (gal):
05111110
05/12/10
2 108,270
Water Added After (gal):
5
Field Test Data
28.27
Sample Location:
05/12/10
Test
Result Specification
Placement Location:
West entrance to elementary school
Slump (in):
Average (2 days)
Air Content (' %)):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
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
05111110
05/12/10
2 108,270
3,830
5
1 2 6.00
28.27
05111110
05/12/10
2 112,510
3,980
5
Average (2 days)
3,910
Comments: Not tested for plastic unit weight.
Services: Picl: up test cylinders cast by others and return them to the laboratory for curing
Terracon Rep.: Tirek Driver
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTiusl Pacific Really Associates LP (I) City oi'Coppell TX y
(1) City or Coppell T\ (2) I-IalrrAssoc Inc
(1) Lacy Construclion
Test Methods: ASTM C39, 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.
Cu000 1. s- , t - ne. R�v,3 Page 1 of 1