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ST0502A- LR150515­INICAL ENGINEERING VIRONMENTAL CONSULTING * CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 . REPORT OF CONCRETE MIX OBSERVATIOJ Report Date: May 15,2015 Date Concrete Placed: April 16, 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.: 172 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos #110 Location of Placement: Pavement: (North Bound) MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) — Mix Number: 1273 Time Sample Batched: 8:41 AM Cement: Time Sampled: 9:15 AM Remarks Sample Location: Pavement (North Bound) - Fly Ash: 4/23/15 Inside Lane 120'N from Coarse Aggregate: Bridge Railing Intermediate Aggregate: Truck / Ticket No: 5017/01600264 Fine Aggregate: Temperature: Admixtures: Ambient Range: 77 OF I Concrete Range: 75 OF 2 Slump Range (inches): 5.0 Added Water: 0 Weather Conditions: Clear Time Started: 8:00 AM -Hold Time Completed: 12:15 PM Fracture Regular Sample Air Content 3.3 (Unless Noted Otherwise) Total Cubic Yards Placed: 20 Rennired Strength (Lbs./sci.in.): 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 673 7 4/23/15 121,660+ 4,300+ FPP 674 28 5/14/15 136,460+ 4,830+ FPP 675 5.0 28 5/14/15 150880+ 5,340+ FPP 676 H -Hold Test Methods Utilized Fracture Regular Cylinders Made By: RA 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 - CE) 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. GI + GEOTECHNICAL ENGINEERING El + ENVIRONMENTAL CONSULTING GEE Consultants, Inc. Ll + CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive + Dallas, Texas 75229 + (214) 352-5433 0 Fax (214) 352-6972 AEPORT OF CONCRETEOBSERVATION Report Date: May 15, 2015 Date Concrete Placed: April 16, 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.: 173 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos #I 10 Location of Placement: Bridge Rail Trail MATERIALS Source /', SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1083 Time Sample Batched: 1:27 PM Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 2 Added Water: 0' 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: 2:15 PM Bridge Rail Trail - Bridge Wall (North Bound) 200'N. From Bridge Approach (Approx 15' Long) 7007/01600663 84 OF 78 OF 5.0 Clear 1:00 PM 4:00 PM 3.2 6 .in.): 3600 Specimen Measured Age Date lbtal Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs.ISq.[n.) FPP 677 7 4/23/15 124,400+ 4,400+ FPP 678 28 5/14/15 132,680+ 4,690+ 6.0 FPP 679 28 5/14/15 1351340+ 4,790+ FPP 680 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: RA 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@tnpine.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com TBPE Firm: F-3212 Reviewed by: GEE consultants, Inc. All tetters 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 d/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 only to the sample tested an • GEOTECHNICAL ENGINEERING ���� E • ENVIRONMENTAL CONSULTING GEE Consultant sf CE 9 CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 15, 2015 Date Concrete Placed: May 7, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Free pots: Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 192 Contractor: CD Builders Project No.: 214-0144 Concrete Supplier and Plant: Agros 125 Location of Placement: Paving - Decel lane and median crossing MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Age Date Description (Lbs/CuYd) Remarks Mix Number: 1273 Time Sample Batched: 10:28 AM Cement: (Lbs./Sq.1n.) Time Sampled: 11:20 AM 7 Sample Location: STA. 21+00 to 19+00 Fly Ash: Truck / Ticket No: 3555/1611446 Coarse Aggregate: 1 6/4/15 Temperature: Intermediate Aggregate: FPP 735 Ambient Range: 71 OF Fine Aggregate: Concrete Range: 80 OF Admixtures: Slump Range (inches): 4.25 1 Weather Conditions: Cloudy 2 Cylinders Made By: CP Time Started: 9:00 AM Added Water: 0 Time Completed: 5:30 PM Sample Air Content (%): 3.6 Total Cubic Yards Placed: 10 uired Strength (Lbs./sq. in): 3 600 Specimen Measured Age Date .-Re Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.1n.) FPP 733 7 5/14/15 130,220+ 4,610+ FPP 734 28 1 6/4/15 FPP 735 4.25 28 6/4/15 FPP 736 H Hold Test Methods Utilized T 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 - CID Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com TBPE Firm: F-3212 Re GEE Consultants, Inc. use and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must All letters and reports are for the exclusive i f the client to whom they are addressed and shall not be re 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 - GEOTECHNICAL ENGINEERING Measured Slump (in.) Age (Days) E - ENVIRONMENTAL CONSULTING GEE Consultants, Inc. E • CONSTRUCTION MATERIALS TESTING FPP 737 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 15, 2015 Date Concrete Placed: May 7, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 193 Contractor: CD Builders Project No.: 214-0144 Concrete Supplier and Plant: Agros 125 H Location of Placement: Paving Median Crossing MATERIALS Source SSD Batch Wts. Description (Lbs/CuYd) OBSERVATION DATA ASTM C-31, C-39, C-143 Mix Number: 1273 Time Sample Batched: 2:41 PM Cement: Time Sampled: 3:20 PM Fly Ash: Sample Location: North Half STA. 21+00 to Coarse Aggregate: Truck / Ticket No: 19+00 3551/1611659 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82 OF Admixtures: Concrete Range: 82 OF I Slump Range (inches): 6.25 2 Weather Conditions: Mostly Cloudy Added Water: 0 Time Started: 9:00 AM Time Completed: 5:30 PM Sample Air Content (%): 3.2 Total Cubic Yards Placed: 110 Rpnidrpti S',trt-,noth (I.h-_/-n.in.): 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 737 7 5/14/15 114,180 4,040 FPP 738 28 6/4/15 FPP 739 6.25 28 6/4/15 FPP 740 H Hold Test Methods Utilized Fracture Regular I(Unless Cylinders Made By: CP ASTM C-31, C-39, C-143 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.