ST0502A- LR150617 (2)iNICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 17, 2015 Date Concrete Placed: May 20, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 203
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 11 I
Location of Placement: Bridge Small Pilaster; Rail Between the Trail and Roadway South Bound
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1083 Time Sample Batched: 10:10 AM
Cement:
Time Sampled:
11:00 AM
Fly Ash:
Sample Location:
Rail trail - 2 section between
Coarse Aggregate:
FPP 777
abutment I and bent 2
Intermediate Aggregate:
Truck / Ticket No:
6022;1615632
Fine Aggregate:
Temperature:
FPP 778
Ambient Range:
80 OF
Admixtures:
Concrete Range:
84 OF
I
Slump Range (inches):
4.0
2
Weather Conditions:
Partly Cloudy
Added Water: 0
Time Started:
9:00 AM
H
Time Completed:
1:15 PM
Sample Air Content
3.6
Fracture Regular
Total Cubic Yards Placed:
10
(Unless Noted Otherwise)
Reouired Strenvth (Lbs./sa.in.): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 777
7
5/27/15
110,720
33,920
FPP 778
28
6/17/15
132,440
4,680
FPP 779
4.0
28
6/17/15
129,780
4,590
FPP 780
H
Hold
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
G I - GEOTECHNICAL ENGINEERING
E• ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
7E* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: June 17, 2015 Date Concrete Placed: May 20, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 204
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros 11 I
Location of Placement: Paving
MATERIALS Source SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043
Time Sample Batched:
10:28 AM
Cement:
Time Sampled:
11:20 AM
Fly Ash:
Sample Location:
Stamped concrete median nose
7
5/27/15
STA. 33+60 to 34+05
Coarse Aggregate:
Truck /Ticket No:
4027/1615670
Intermediate Aggregate:
Temperature:
6/17/15
Fine Aggregate:
Ambient Range:
80 OF
Admixtures:
Concrete Range:
84 OF
I
Slump Range (inches):
5.0
2
Weather Conditions:
Partly Cloudy
Added Water: 10 Gallon
Time Started:
9:00 AM
Time Completed:
1:15 PM
Sample Air Content (%):
3.4
Fracture Regular
Total Cubic Yards Placed:
10
(Unless Noted Otherwise) -
D- ...r 1 Qtr ntith (I he 1,n in
)- '3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 781
7
5/27/15
106,580
3,770
FPP 782
28
6/17/15
140,200
4,960
FPP 783
5.0
28
6/17/15
137,680
4,870
FPP 784
H
I Hold
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
ACTM C -IL C-39. C-143
(Unless Noted Otherwise) -
Remarks and/or Distribution:- None
cc: Mr. Rick. Odell - City of Coppell via E-mail: ROdell@coppelltx.gov
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CE, Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: a r.�
All letters and reports are for the exclusive use of the client t whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc, The use of our name must
0 nly to the Sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.
receive our prior written approval. Our letters and reports apply o