ST0502A- LR150505 (3)GEOTECHNICAL ENGIP�EERING
* ENVIRONMENTAL CONSULTING
-CONSTRUCTION MATERIALSTESTING
GEE Consultants, Inc.
10046 Monroe Drive * )`Dallas, Texas 73229 O (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE NUX OBSERVATION
Report Date May 5, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos 9110
Location of Placement: Inlet Curb
April 24, 2015 Standard 6"xl2" Cylinders
Cylinder Cross-sectional Area: 25.27 Square Inches
Concrete Report No.: 180
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Descrintion (Lbs/CuYd)
Mix Number: 1273
Cement:
Fly Asti:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water: 0
Specimen
Number
TPP 693
ITP 694
FPP 695
FPP 696
Measured
Slump (in.)
M
Age
(Days)
7
28
28
H
Date
Tested
5/1/15
5/22/15
5/22/15
Hold
Test ]Methods Utilized Fracture Regular
ASTM C-31, C-39, C-143 i (Unless Tgoted Otherwise
Remarks and/or Distribution:- None
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
_ Rec wired Strength (Lbs./s .in.
Total Load Compressive Strength
(Lbs.) (Lbs./Sq.ln.)
126,160 4,460
Cylinders Made By: CP
7:22 AM
8:0 AM
Inlet Curb STA. 13+70; Decel
Lane North Bound STA. 8+20
to 9+00
1038/ 1604387
65 OF
72 OF
4.0
Sunny
7:00 AM
12:15 PM
3.4
10
Remarks
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
— '11, J,
GEE Consultants, Inc, TBPE Firm: F-3212 Reviewed b
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the hill approval of GEE Consultants, bre. 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.
GEOTECHNICAL ENG"NEERING
• ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
A- —
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 w (214) 352-5433 0 Fax (214) 352-6972
REPORT' OF CONCRETE MIX OBSERVATION
Report [)are: May 5, 20 15 Date Concrete Placed:
Client: City of Coppell
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor: CD Builders Inc.
Concrete Supplier and Plant: Argos #110
Location of'Placement: Pavement Median Crossing STA. 12+10 to 12+70
April 27, 2015 Standard 6"xI2" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 181
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Asti:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:;
Admixtures:
2
Added Water:
1273 Time Sample Batched:
7:20 AM
Time Sampled:
8:25 AM
Sample Location:
Pavement Median Crossing
FPP 697
STA. 12+10 to 12+70
Truck / Ticket No:
5046/ 1604785
Temperature:
4,420
Ambient Range:
64 OF
Concrete Range:
78 OF
Slump Range (inches):
3.0
Weather Conditions:
Cloudy
5 Time Started:
7:00 AM
Time Completed:
11:00 AM
Sample Air Content (%)*
4.0
Total Cubic Yards Placed:
10
Required Strenath (Lbs./sa.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength Remarks
(Lbs./Sq.1n.)
FPP 697
7
5/4/15
124,960
4,420
FPP 698
28
5/25/15
3.0
FPP 699
28
5/25/15
FPP 700
H
Hold
Fest Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distributiow- 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.1-ov
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: tluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: t a 4- ,fq
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 inust
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.
- GEOTECHNICAL ENGINEERING
• ENVIRONMENTALCONSULTING
E I -CONSTRUCTIONMATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 5, 2015 'rest Date: April 29, 2015
Client: City of Coppell General Report No.: 119
Project Freeport Parkway ProjectNo.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation.
Page I of I
Results
On April 29, 2015 reinforcing steel was observed at the following locations:
Pier Lights (STA 25+50 to STA 36+15) P'1 -P7
The following discrepancies were noted and called to the attention of Javier, a representative of Met's Electric LP,
1) Use rebar support,
2) Clean rebar.
'The above discrepancies were corrected as noted.
Technician: CP
cc: 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@tnpine.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:
I ZIL—a
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 or
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 ofapparently
identical or similar products.
G1 - GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 5, 2015 Test Date: April 29, 2015
Client: City of Coppell General Report No.: 120
Project Freeport Parkway Project No.: 214-144
Identification ReirifoTcing Steel Observation
Method of Test Visual Observation P= I of 1.
Results
On April 29, 2015 reinforcing steel was observed at the following locations:
Decel lane, Northbound sTA.
Bike trail STA.
The following discrepancies were noted and called to the attention of Antonio, a representative of CD Builders.
1) Clean area.
2) Supplemented with rebar support.
3) They need to install rebar connection for next pouring.
The above discrepancies were corrected as noted.
Technician: CP
cc: 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: iiiholmes@tnpinc.com
Mr. Francisco Luyarido - CE) Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b�risult'
- �6
All letters and reports are for the eXCIL[SiVe Use of the client to whom they are undressed and shall not he reproduced without the full approval ' GEE Consultants, Inc. The use of
our name must receive our priorwritten 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.
_GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING GEE Consultan"r,
J1• CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 35229 * (214) 352-5433 0 Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 5,= 201.5
Test Date: May 1, 2015
Client: City of Coppell General Report No.: 122
Project Freeport Parkway Project No.: 214-144
Identification Reiriforcing Steell Observation
Method of zest Visual Observation
Page 1 of 1
Results
On May 1, 2015 reinforcing steel was observed at the following locations:
Decel lane, in front of 300 Freeport pkwy, Southbound.
There were no discrepancies.
ce: 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('Otnpinc.com.
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
(SEE Consultants, Inc. TBPE Firm: F-321.2 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. t he use of
1)ttrname mustreceive our prior written egrprovai. Our letters and reports apply only tothe sample tested and/or observed and are not necesanlymdicahveofthequan es of apparently
identical or similar products.
A - GEOTECHNICAL ENGINEERING
E I # ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: May 5, 2015 Test Date: April 30, 2015
Client: City of Coppell General Report No.: 121
Project Freeport Parkway Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation
Page I of I
Results
On April 30, 2015 reinforcing steel was observed at the following locations:
Sidewalk 50'N. of Wagon Wheel park entrance.
There were no discrepancies.
Technician: FIT
cc: 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
('.FF Cnnullitan
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—GE-E 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 sur similar products.