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ST0502A-LR150414G I _GEOTECFINICAL ENGINEERING E It - ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 Report Date: May 12, 2015 Date Concrete Placed: April 14, 2015 Standard 6"xl2" 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.: 166 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 Location of Placement: North; South Approach Slab Bridge Stage 2 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1251 Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 2 Added Water: 0 Time Sample Batched: Time Sampled: Sample Location: 8:14 AM 8:40 AM North; South Approach to Slab Bridge Stage 2 Truck / Ticket No: 5017/1598681 Temperature: Ambient Range: 56 OF Concrete Range: 70 OF Slump Range (inches): 3.5 Weather Conditions: Cloudy Time Started: 7:00 AM Time Completed: 3:15 PM Sample Air Content 3.4 Total Cubic Yards Placed: 20 Reouired Strength (Lbs./so.in.): 4000 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 661 7 4/21/15 127,520 4,510 FPP 662 3.5 28 5/12/15 142,680+ 5,050+ FPP 663 28 5/12/15 145,080+ 5,130+ FPP 664 H Hold I I 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: Rick Odell <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: Ve4y 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. - GEOTECHNICAL ENGINEERING - ENVIRONMENTAL CONSULTING E I -CONSTRUCTION MATERIALS TESTING GEE Consultantts, Inc. 10046 Monroe Drive - Dallas, Texas 75229 • {2'14) 3.52-5433 - Fax 12 1 41 352-6972 REPORT OF CONCRETE MIX OBSERVATION Measured Slump (in.) Report Date: May 12, 2015 Date Concrete Placed: April 14, 2015 Standard 6"xl2" 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.: 167 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 5/12/15 142,160+ Location of Placement: Pavement, North Bound STA 15+00 FPP 667 4.5 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA 5,160+ Description (Lbs/CuYd) H Hold Mix Number: 1273 Time Sample Batched: 11:40 AM Cement: Cylinders Made By: CP Time Sampled: 12:30 AM Sample Location: Pavement, North Bound STA Fly Ash: 15+00 Coarse Aggregate: Truck I Ticket No: 6018!1598776 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 58 OF Admixtures: Concrete Range: 72 OF 1 Slump Range (inches): 4.5 2 Weather Conditions: Cloudy Added Water: 0 Time Started: 7:00 AM Time Completed: 3:15 PM Sample Air Content (%): 5.0 Total Cubic Yards Placed: 10 v e,,,,;, A Qt- ­fl, tT he /en in V '1600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.ln,) Remarks FPP 665 7 4/21/15 127,940+ 4,530+ FPP 666 28 5/12/15 142,160+ 5,030+ FPP 667 4.5 28 5/12/15 145,880+ 5,160+ FPP 668 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: Rick Odell <ROdell@eoppelltx.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 I TE Firm: F-3212 Reviewed GEE Consultants, ne.— lne. The use of -our name must 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, 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 r—El • ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultan*,-nf 10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 Report Date: May 12, 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 #11 1 Location of placement: North approach slab step down April 13, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 168 Project No.: 214-0144 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 1251 Time Sample Batched: 7:46 AM Time Sampled: 9:05 AM Sample Location: North approach slab step down Truck / Ticket No: 4027 /1598534 Temperature: 7 Ambient Range: 70 OF Concrete Range: 76 OF Slump Range (inches): 5.0 Weather Conditions: Cloudy Time Started: 8:00 AM 0 Time Completed: 10:45 PM Sample Air Content (%): 3.4 Total Cubic Yards Placed: 10 rlamiirari C+r _+i, /r I" /... \. Annn Specimen Number Measured Slump (in.) Age (Days) y) Date Tested Total Load (Lbs.) Compressive Strength (Lbs.lSq.In.) Remarks FPP 657 7 4/20/15 117,700 4,160 FPP 658 5.0 28 5/11/15 143,720+ 5,080+ FPP 659 28 5/11/15 151,720+ 5,370+ FPP 660 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: CP Kemarks and/or Distribution:- None cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 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 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. Gi -GEOTECFiNICAL ENGINEERING LE -ENVIRONMENTAL CONSULTING GEE Consultants, Inc E • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 3522-5433 Fax (2 14) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 12, 2015 Date Concrete Placed: May 4, 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.: 190 Contractor: CD Builders Project No.: 214-0144 Concrete Supplier and Plant: Agros 110 Location of Placement: Paving Decel Lane and Median Crossing STA 1+50 to 2+50 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1273 Time Sample Batched: 12:02 PM Cement: Time Sampled: 12:25 PM Fly Ash: Sample Location: Paving Decel Lane and Median Coarse Aggregate: 5/11/15 Crossing STA 1+50 to 2+50 Intermediate Aggregate: Truck / Ticket No: 5017/1609096 Fine Aggregate: Temperature: 6/1/15 Ambient Range: 75 OF Admixtures: Concrete Range: 80 OF I Slump Range (inches): 3.5 2 Weather Conditions: Mostly Cloudy Added Water: 0 Time Started: 10:00 AM Time Completed: 4:45 PM Sample Air Content 3.8 Total Cubic Yards Placed: 10 Test Methods Utilized Required Strength (Lbs./sa.in.): 3600 Specimen Number Measured Slump (ill.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 725 7 5/11/15 127,860+ 4,520 FPP 726 28 6/1/15 3.5 FPP 727 28 6/1/15 FPP 728 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: 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 useirifour 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 ENGINEERING • ENVIRONMENTAL CONSULTING E I -CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 I t t Report Date: May 12, 2015 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 STA 9+30 to 10+50 May 5, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 191 Project No.: 214-0144 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1273 Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 0 Time Sample Batched: Time Sampled: Sample Location: 10:29 AM 11:00 AM Paving Median Crossing STA 9+30 to 10+50 Truck / Ticket No: 4046/1609940 Temperature: Measured Slump (in.) Ambient Range: 74 OF Concrete Range: 86 OF Slump Range (inches): 3.5 Weather Conditions: Mostly Cloudy Time Started: 9:30 AM Time Completed: 3:30 PM Sample Air Content 4.2 Total Cubic Yards Placed: 10 Rennired qrrenoth (I.h-, lqn in )- 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 729 7 5/12/15 128,380+ 4,540+ FPP 730 28 6/2/15 3.5 FPP 731 28 6/2/15 FPP 732 H Hold Test Methods Utilized Fracture Regular I 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: 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.