ST0701-LR100302 FIELD DENSITY TEST REPORT 1 r rp
Report Number: 94091 194.0043 ii ! , . 0U ,. t
Service Date: 02/24/10 8901 Carpenter Frwy.
Report Date: 03/02/10 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
Project Number: 94091194
Material Information Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description Test Method ( %) (pcf) ( %) ( %)
1 94091 194.0012 Brown clay (lime treated) ASTM D698 30.2 88.1 - +4 95
Field Test Data Probe Wet Water Water Dry Unit Percent
Test Lift / Mat. Depth Density Content Content Weight Compaction
No. Test Location Elev. No. (in) (pcf) (pcf) ( %) (pet) ( %)
Paving, Eastbound Southwestern Boulevard
49 Sta. 25+50 FG 1 6 116.6 27.2 30.4 89.4 101
50 Sta. 28+50 FG 1 6 116.0 27.4 30.9 88.6 101
51 Sta. 31+50 FG 1 6 114.9 26.9 30.6 88.0 100
52 Sta. 34+50 FG 1 6 112.6 26.1 30.2 86.5 98
Datum: FG = final grade Gauge ID: 39547
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and mat;rial moisture
condition.
Terracon Rep.: Francisco J. Morillo Started: 0800 ,/
Reported To: Superintendent Finished: 1000
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (I) City of Coppell TX Reviewed By:
(1) City or Colwell TN (2) Halff Assoc Inc ric J. Clev land, P.E.
(1) LncyConstruction Senior Proje t Manager
Test Methods: ASTM D6938
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.
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clt00I7. .i- ;u.ao. a,,.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0084 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 03/02/10 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:
02/02/10
Sample Time:
1014
Sampled By:
Michael W. Whyman
Mix ID: 1701
Weather Conditions:
Cloudy
Supplier: Lattimore
Accumulative Yards:
20
Batch Size (cy):
10
Batch Time: 0925
Plant:
6
Placement Method:
Direct Discharge
Truck No.: 9114
Ticket No.:
6365462
Water Added Before (gal):20
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 3 +20,
Lane 2 and 3
Test
Result
Specification
Placement Location:
SW Blvd,
W Bound, Sta. 5 +60
to Sta.
Slump (in):
41/2
3 -5
6 +30 & Sta. 3 +10 to Sta. 3 +30
Air Content ( %):
6.2
3 -6
Concrete Temp. (F):
58
Ambient Temp. (F):
44
Plastic Unit Wt. (pcf):
143.2
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
02/03/10
02/05/10 3
92,420
3,270
5
1 2
6.00
28.27
02/03/10
02/09/10 7
126,000
4,460
2
1 3
6.00
28.27
02/03/10
02/16/10 14
137,460
4,860
4
1 4
6.00
28.27
02/03/10
03/02/10 28
148,340
5,250
4
1 5
6.00
28.27
02/03/10
03/02/10 28
148,840
5,260
4
Average (28 days)
5,260
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 fie.
samples.
Terracon Rep.: Michael W. Whyman Started: 0800
Reported To: Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(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
Report Number: 94091193.0086 Irerracon
Service Date: 02/02/10 8901 Carpenter Frwy.
Report Date: 03/02/10 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
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
1334
Truck No.:
1350
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
259
Ticket No.:
25161040
Result
Specification
41/2
3 -5
5.4
3 -6
62
28.27
50
2
149.9
28.27
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 Information
Sample Date:
02/02/10 Sample Time: 1437
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):10
02/09/10
Water Added After (gal):
0
Sample Location:
ITS of N edge and 10'W of E edge
Placement Location:
Paving at Bridge approach slab, E side
Compressive
Age at
Maximum
Date
Date
Test
Load
Received
Tested
(days)
(lbs)
02/03/10
02/09/10
7
133,920
02/03/10
02/16/10
14
147,720
02/03/10
03/02/10
28
161,040
02/03/10
03/02/10
28
167,240
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,740
2
5,230
2
5,700
2
5,920
2
5,810
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 fie.
samples.
Terracon Rep.: Barry Cuble Started: 1200
Reported To: Finished: 1630
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PaeTrust 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
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0103 Irerracon
Service Date: 02/26/10 8901 Carpenter Frwy.
Report Date: 03/02/10 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 Creels
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Drawings Utilized: Sheet SC1.3, dated 10/03/08
Locations /Items Observed: Bridge - Wing Walls & Pilasters
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 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.
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: .lose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppcll TN (1) City of Coppell T\
(1) City of Coppell TN (2) Halfl'Assoc Inc
(1) Lacy ('umbucd m (1) PacTrust Pacific Realty Associates
LP
Reviewed By: 4 -
Eric J. Cleveland, 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.
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