ST0502A- LR150519• GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Measured
Slump (in.)
Report Date:
May 19,', 2015 Date Concrete Placed: April 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.: 177
Contractor:
CD Builders Inc.
Project No.: 214.0144
Concrete Supplier and Plant:
Argos #I 10
5/1.8/15
150,560
Location of Placement:
Bridge Rail for Trail & Inlets
FPP 683
3.5
MATERIALS
Source !' SSD Batch Wts.
OBSERVATION DATA
5,410+
Description (Lbs/CuYd)
H
Mix Number:
1083
Time Sample Batched:
8:43 AM
Cement:
Fracture Regular
Time Sampled:
9:20 AM
Fly Ash:
Sample Location:
Bridge Between Bent 2 and 3;
Coarse Aggregate:
Inlet Curb STA. 14+90; Intel
Intermediate Aggregate:
Top and Wall STA. 18+60
Truck / Ticket No:
7098 /1601846
Fine Aggregate:
Temperature:
Admixtures
Ambient Range:
60 OF
I
Concrete Range:
72 OF
2
Slump Range (inches):
3.5
Added Water:
0',
Weather Conditions:
Sunny
Time Started:
8:30 AM
Time Completed:
11:00 AM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Rerntired Ctrenoth (l.hs_/sn_in_): 3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 681
7
4/27/15
131,740
4,660
FPP 682
28
5/1.8/15
150,560
5,330
FPP 683
3.5
28
5/18/15
152,960+
5,410+
FPP 684
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
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.
All letters and reports are for the exclusive
receive our prior written approval. our letters
r
TBPE Firm: F-3212 Reviewed by:
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
reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products,
• GEOTECHNICAL ENGINEERING
-ENVIRONMENTAL CONSULTING
GEE Consultants, Inc.
J1# CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 •Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: May 19, 12015 Date Concrete Placed:
Client: City of Coppell
Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders
Concrete Supplier and Plant: Agros #110
Location of Placement: Paving Median Crossing and Curb
May 11, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrele Report No.: 194
Project No.: 214-0144
MATERIALS
Source /
Description
SSD Batch Wts. OBSERVATION DATA
(Lbs/CuYd)
Date
Tested
Mix Number:
1273
Time Sample Batched:
8:33 AM
Cement:
7
Time Sampled:
9:05 AM
Fly Ash:
Sample Location:
STA 18+00 to 19+20
Coarse Aggregate:
6/8/15
Truck / Ticket No:
7098/1612207
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
62 OF
Admixtures:
Concrete Range:
72 OF
Slump Range (inches):
4.25
I
H
Weather Conditions:
Partly Cloudy
2
Time Started:
7:30 AM
Added Water:
0
Time Completed:
3:45 PM
Sample Air Content
3.8
Total Cubic Yards Placed:
to
Required Strength (Lbs./so.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 741
7
5/118/15
127,060
4,490
FPP 742
28
6/8/15
6.25
FPP 743
28
6/8/15
FPP 744
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
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: -77
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.
EG* GEOTECHNICAL ENGINEERING
AL
E • ENVIRONMENTAL CONSULTING GEEonsulta isl Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 •Fax (214) 352-6972
U011 01 1111,74 Im"Imm IRis
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
May 20,'2015 Date Concrete Placed:
City of Coppell
Free port Pkwy from Ruby Rd. to Sandy Lake Rd.
CD Builders
Agros 125
Paving Sidewalk
May 11, 2015
Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 195
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1251
Time Sample Batched:
11:36 AM
Cement:
Time Sampled:
12:15 PM.
Fly Ash:
Sample Location:
Bridge Sidewalk S. Bound
Coarse Aggregate:
Truck / Ticket No:
7091/1612333
Intermediate Aggregate:
Temperature:
FPP 746
Fine Aggregate:
Ambient Range:
67 OF
Admixtures:
Concrete Range:
76 OF
Slump Range (inches):
4.5
I
Weather Conditions:
Mostly Cloudy
2
Time Started:
7:30 AM
Added Water: 0 Gallons
Time Completed:
3:45 PM
Sample Air Content
3.4
Total Cubic Yards Placed:
10
Required Strength (Lbs./sq.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 745
7
5/18/15
106,360
3,760
FPP 746
28
&8/15
4.5
FPP 747
28
6/8/15
FPP 748
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
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
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the
receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily
Reviewed
,a] of GEE Consultants, Inc. Theuseof our name must
of the quantities of apparently identical or similar products.