ST0701-LR100423Specified Strength: 4,000 psi @
28 days
Sample Date:
04/05/10
Sample Time:
1516
Sampled By:
Koda W. Shadix
Mix ID: DCCOG504
Weather Conditions:
Cloudy
Supplier: Redi -Mix
Accumulative Yards:
6.5
Batch Size (cy):
6.5
Batch Time: 1431
Plant:
259
Placement Method:
Bucket
Truck No.: 1371
Ticket No.: 25181732
Water Added Before (gal):
10
Water Added After (gal):
0
Field Test Data
Sample Location:
Column A
Test
Result
Specification
Placement Location:
Columns A
& B on Bent #2
Slump (in):
5
3 -5
Air Content ( %):
3.5
3 -6
Concrete Temp. (F):
83
Ambient Temp. (F):
78
Plastic Unit Wt. (pcf):
146.0
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
4.00
1275 7
04/06/10
04/12/10 7
59,370
4,730
4
1 2
4.00
12.57
04/06/10
04/19/10 14
65,630
5,220
4
1 3
4.00
12.57
04/06/10
05/03/10 28
1 4
4.00
12.57
04/06/10
05/03/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ast compressive strength
samples.
Terracon Rep.: Koda W. Shadix
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 is .Cleve d 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, Rev.3 Page 1 of 1
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 1532 Plant: 259
Truck No.: 1321 Ticket No.: 25183555
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.5 3 -6
87
82
146.0
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:
04/08/10 Sample Time: 1635
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
14
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Beam #4 - Westbound
Age at
Date
Date
Test
Received
Tested
(days)
04/10/10
04/15/10
7
04/10/10
04/22/10
14
04/10/10
05/06/10
28
04/10/10
05/06/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
129,240
4,570 2
147,840
5,230 4
Comments:
Samples Made By: Terracon
Services:
Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.:
Francisco J. Morillo Started: 1400
Reported To:
Superintendent Finished: 1730
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.
CROOOI, 5- 21 -09, Rev.3 Page 1 of 1
PROJECT DATA
Drawings Utilized: Structural Sheet SC1.l
Locations /Items Observed: Riprap NE side of bridge
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
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars In Place
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.: Koda W. Shadix
Reported To: Terry, Ashler
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.
CT0001, 3- 09 -10, Rev.6 Page 1 of 1
sa
FIELD DENSITY TEST REPORT
Irerracon
Report Number: 94091193.0147
Service Date: 04/16/10
8901 Carpenter Frwy.
Report Date: 04/23/10
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
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)
( %)
( 0 /1)
1 94091193.0009 Dark brown clay, with sand &
ASTM D698
19.9 105.1
0/ +4
95
gravel
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) ( %)
(pcf)
( %)
8" Sanitary Sewer Line B
40 Sta. 1 +00
4' BFG
1
6
122.1
20.3 19.9
101.8
97
41 Sta. 1 +00
T BFG
1
6
127.4
22.8 21.8
104.6
100
42 Sta. 1 +00
2' BFG
1
6
123.1
21.1 20.7
102.0
97
43 Sta. 1 +00
1' BFG
1
6
122.8
21.7 21.5
101.1
96
44 Sta. 1+00
Final
1
6
121.1
20.5 20.4
100.6
96
45 Sta. 6 +00
6' BFG
1
6
126.3
22.1 21.2
104.2
99
46 Sta. 6 +00
5' BFG
1
6
124.9
21.5 20.8
103.4
98
47 Sta. 6 +00
4' BFG
1
6
126.8
23.1 22.3
103.7
99
48 Sta. 6 +00
T BFG
1
6
127.2
22.6 21.6
104.6
100
49 Sta. 6 +00
2' BFG
1
6
120.8
20.7 20.7
100.1
95
50 Sta. 6 +00
l' BFG
1
6
122.5
21.4 21.2
101.1
96
51 Sta. 6+00
Final
1
6
122.9
20.5 20.0
102.4
97
Datum: BFG = below final grade Gauge ID: 1614
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 it
condition.
Terracon Rep.: Koda W. Shadix
Reported To: Oscar, Lacy Construction
Contractor: Lacy Construction /
Report Distribution: Reviewed By: G
(1) City of Coppell TX (1) City of Coppel l TX
(1) City of Coppell TX (2) HalffAssoc Inc J.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior
Test Methods: ASTM D6938
mo
ect 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.
CR0007, 4- 30 -09, Rev.2 Page 1 of I