ST0701-LR100406CONCRETE COMPRESSIVE STRENGTH TEST REPORT a. ' r
1, racon
Report Number: 94091 193.01 16 er
Service Date: 04/02/10 8901 Carpenter Frwy.
Report Date: 04/06/10 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
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0921
Truck No.:
1377
Plant: 259
Ticket No.: 25181083
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct)
Result Specification
5 5 -7
1.9
76
74
148.7
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Sample Information
Sample Date:
04/02/10 Sample Time: 1003
Sampled By:
Jose A. Martinez
Weather Conditions:
Cloudy, windy
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Drilled Piers, see Foundation
(sq in)
Observations Report #94091193.0115,
Tested
dated 04/02/10, for pier locations
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
04/03/10
04/05/10
3
116,460
4,120 2
1 2
6.00
28.27
04/03/10
04/09/10
7
1 3
6.00
28.27
04/03/10
04/30/10
28
1 4
6.00
28.27
04/03/10
04/30/10
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.: .lose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of' C'oppcll TX (1) City or Coppell TX Reviewed B y :
(1) City or Coppell Tx (2) Halff Assoc Inc
(1) Lacy Conshuction (1) PacTnist 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.
UR0001, 521-0 Rcr.3 Page 1 of 1
Senior Project Manager
REPORT OF DRILLED PIERS
Ir
�
Consult(nq Engineers &Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Project: Southwestern Boulevard Report No.: 94091193.0113
Coppell Road to Grapevine Creek, Coppell, TX Date of Service: 04/01/10
Project No.: 94091193 Technician: J. Martinez
Driller: Texas Shafts
Page: 1 of 1
Pier Identification
B #2 /A
B #2 /B
B #3 /A
B3 #/B
Sewer Pier
Pier Diameter (in.)
30
30
30
30
18
Top of Ground Elevation (ft.)
N/A
N/A
N/A
N/A
N/A
Top of Pier Elevation (ft.)
N/A
NIA
N/A
N/A
N/A
Depth to Bearing Stratum
from Ground (ft.)
6.5
5.0
6.0
5.3
9.0
Depth of Pier from Ground (ft.)
16.5
15.0
16.1 1
15.3 1
15.2
Required Penetration (ft.)
10.0
10.0
10.0
10.0
6.0
Actual Penetration (ft.)
10.0
10.0
10.1
10.0
6.2
Depth from Top of Concrete (ft.)
14.3
12.8
14.5
13.7
15.2
Condition of Bottom (wet or dry)
Damp
Damp
Dry
Dry
Dry
Plumb Within Tolerance (yes or no)
yes
yes
yes
yes
yes
Casing Diameter (in.)
32
32
32
32
26
Cased Depth (ft.)
6.5
5.0
6.0
5.3
9.0
Number of Vertical Bars (ea.)
8
8
8
8
6
Reinforcing Bar Size ( #)
9
9
9
9
1 5
Length of Vertical Bars (ft.)
16.0
16.0
16.0
16.0
19.6
Time Drilling was Completed
9:25 a.m.
10:39 a.m.
1:20 p.m.
2:16 p.m.
3:46 p.m.
Time Concrete was Placed
5:15 p.m.
5:30 p.m.
5:47 p.m.
6:11 p.m.
5:00 p.m.
Pier Identification
A #1 /A
A #1 /B
Pier Diameter (in.)
24
24
Top of Ground Elevation (ft.)
N/A
NIA
Top of Pier Elevation (ft.)
N/A
N/A
Depth to Bearing Stratum
from Ground (ft.)
16.0
15.8
Depth of Pier from Ground (ft.)
24.5
24.4
Required Penetration (ft.)
8.0
8.0
Actual Penetration (ft.)
8.5
8.6
Depth from Top of Concrete (ft.)
24.1
24.0
Condition of Bottom (wet or dry)
Dry
Damp
Plumb Within Tolerance (yes or no)
Yes
Yes
Casing Diameter (in.)
NIA
N/A
Cased Depth (ft.)
N/A
N/A
Number of Vertical Bars (ea.)
8
8
Reinforcing Bar Size ( #)
7
7
Length of Vertical Bars (ft.)
25.5
25.5
Time Drilling was Completed
9:41 a.m.
9:05 a.m.
Time Concrete was Placed
10:10 a.m.
10:06 a.m.
Irerrecon
Consultinq Enaineers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214)630 -1010
Project: Southwestem Boulevard
Coppell Road to Grapevine Creek, Coppell, TX
Project No.: 94091193
Driller: Texas Shafts
Report No.: 94091193.0120
Date of Service: 04/05/10
Technician: J. Martinez
Page: 1 of 1
Pier Identification
A#4 /B
A#4 /A
Pier Diameter (in.)
24
24
Top of Ground Elevation (ft.)
N/A
N/A
Top of Pier Elevation (ft.)
N/A
N/A
Depth to Bearing Stratum
from Ground (ft.)
14.5
14.7
Depth of Pier from Ground (ft.)
24.7
25.2
Required Penetration (ft.)
8.0
8.0
Actual Penetration (ft.)
10.2
10.5
Depth from Top of Concrete (ft.)
24.6
24.9
Condition of Bottom (wet or dry)
Damp
Damp
Plumb Within Tolerance (yes or no)
Yes
Yes
Casing Diameter (in.)
N/A
N/A
Cased Depth (ft.)
N/A
N/A
Number of Vertical Bars (ea.)
8
8
Reinforcing Bar Size ( #)
7
7
Length of Vertical Bars (ft.)
25.5
25.5
Time Drilling was Completed
8:03 a.m.
8:35 a.m.
Time Concrete was Placed
10:43 a.m.
10:58 a.m.
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0122 "Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 04/07/10 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
Proiect Number: 94091193
PROJECT DATA
Drawings Utilized: Sheet SC1.1
Locations /Items Observed: Colunms A & B on Bent #2
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
X
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
X
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 /Ashlar
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx
(1) City orCuppcll 'I'x
(1) Lacy Construction
(1) City of Coppell Tx
(2) Halff Assoc Inc Reviewed By:
(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
dgr
Senior Project Manager