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ST0301C- LR160405• GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING i 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 Report Date: Client: Project: Contractor: Concrete Supplier and Plant: Location of Placement: April 5, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders Cit of Coppell � pp Cylinder Cross-sectional Area: 28.27 Square inches Bethel & Coppell Road Concrete Report No.: 70 Tiseo Paving Project No.: 215-140 Tiseo Paving E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at E. Side MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Compressive Strength (Lbs,/Sq.ln.) Remarks Description (Lbs/CuYd) 3 Mix Number: 2596 MACHIII Time Sample Batched: 8:39 AM Cement: 6 Sack Time Sampled: 9:45 AM Fly Ash: 4,700 Sample Location: E. Bound, 75' W. of Hearthstone 2.25 28 4/2/16 Ln Coarse Aggregate: Truck / Ticket No: */4187 Intermediate Aggregate: 4/2/16 Temperature: 5,360 Fine Aggregate: Ambient Range: 66 OF Admixtures: Concrete Range: 68 OF Test Methods Utilized Fracture Regular Slump Range (inches): 2.25 1 Cylinders Made By: HP Weather Conditions: Clear 2 "Time Started: 8:00 AM Added Water: 0 Gal Time Completed: 4:45 PM Sample Air Content (%): 3.6 Total Cubic Yards Placed: 32.0 PonuirM Strpnath it he len in l A f1M Specimen Number Measured Slump (in.) Age (Days) Date Tested 'Total Load (Lbs.) Compressive Strength (Lbs,/Sq.ln.) Remarks BCR 299 3 3/8/16 122,000 4,320 BCR 300 6 3/11/16 132,780 4,700 BCR 301 2.25 28 4/2/16 149,900 5,300 BCR 302 28 4/2/16 151,440 5,360 BCR 303 1 H I H Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: HP Remarks and/or Distribution: * Truck number is not available cc: Mr. Rick Udell - City of Coppell via E-mail: Rodena,coppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a,coppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshallJi coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill a,tiseopaving.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 GEF, 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 • CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: April 5, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders Client: Cit of Coppell Y pp Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 71 Contractor: Tiseo Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at E. Side MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 MACHIN Time Sample Batched: 10:17 AM Cement: 6 Sack Time Sampled: 11:25 AM Fly Ash: Sample Location: E. Bound of Bethel Rd., 200'-225' 3 3/8/16 W. of Hearthstone Ln. Coarse Aggregate: Truck / Ticket No: */4198 Intermediate Aggregate: Temperature: 3/11/16 Fine Aggregate: Ambient Range: 72 °F Admixtures: Concrete Range: 77 OF 4/2/16 Slump Range (inches): 2.5 1 Weather Conditions: Clear 2 Time Started: 8:00 AM Added Water: 0 Gal Time Completed: 4:45 PM Sample Air Content (%): 3.3 Total Cubic Yards Placed: 120.0 'Fest Methods Utilized Fracture Regular Specimen Number Measured Slump (in.) Age (Days) Date Tested Total 'Load (Lbs.) Compressive Strength (Lbs./Sq.In.) Remarks BCR 304 3 3/8/16 113,640 4,020 BCR 305 6 3/11/16 115,260 4,080 BCR 306 2.5 28 4/2/16 144,420 5,110 BCR 307 28 4/2/16 147,800 5,230 BCR 308 H H 'Fest Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: HP Remarks and/or Distribution: * Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a coppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas cvcoppelltx. ov Mr. George Marshall - City of Coppell via Email: gmarshall((_t),coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a�tiseopaving.com GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: NI 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. 'rhe use of our name must receive om prior written approval. Our tetters 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 + CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive + Dallas, Texas 75229 + (214) 352-5433 + Fax (214) 352_6972 Report Date: April 5, 2016 Date Concrete Placed: March 5, 2016 Standard Vx12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 72 Contractor: Tiseo Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: E. Bound, Bethel Rd. Paving, W. of Hearthstone Ln. and Bethel Rd. Intersection at W. Side MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 MACILH Time Sample Batched: 12:30 PM Cement: 6 Sack Time Sampled: 1:40 PM Fly Ash: Sample Location: E. Bound of Bethel Rd., 170' E. of 3 318/16 S. Coppell Rd. Coarse Aggregate: Truck % Ticket No: */4213 Intermediate Aggregate: Temperature: 3/11/16 Fine Aggregate: Ambient Range: 79 OF 13CR 311 Concrete Range: 86 OF Admixtures: Slump Range (inches): 3.0 1 Weather Conditions: Clear 2 Time Started: 8:00 AM 4,210 Time Completed: 4:45 PM Added Water: 0 Gal � Sample Air Content (/n): 3.5 Total Cubic Yards Placed: 240.0 Test Methods Utilized Re-nnirod Cfronoth it he kn in 1• d nno Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (L,bs./Sq.in.) Remarks BCR 309 3 318/16 78,540** 2,780 ** BCR 310 6 3/11/16 98,540** 3,490 ** 13CR 311 3.0 28 4/2/16 120,280 4,250 BCR 312 28 4/2/16 118,960 4,210 BCR 313 H H Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: HP Remarks and/or Distribution: * Truck number is not available ** Marked test result did not meet the project specifications cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&coppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(ikoppelltx.gov Mr. George Marshall - City of Coppell via Email: g_marshall(a,coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(ci),tiseoraving.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. G1 e GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTIN* E I* CONSTRUCTION MATERIALS TESTING GEE Clonsultants, Inc 10046 Monroe Drive ® Dallas, Texas 75229 ® (214) 352-5433 Fax (214) 352-6972 ! I 1 1! 11 111-ITINKIM iillil 11"I ON IN NUT I Me] '33 N 9 Report Date: April 6, 2016 Date Concrete Placed: March 5, 2016 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 73 Contractor: Tiseo Paving project No,: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: E. Bound, Bethel Rd. Paving, E. of S. Coppell Rd. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 MACH\I­1 Time Sample Batched: Cement: 6 Sack Time Sampled: Fly Ash: Sample Location: Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 2,850 Concrete Range: Admixtures: Slump Range (inches): 6 Weather Conditions: 2 Time Started: Time Completed: Added Water: 0 Gal Sample Air Content (%): 4/2/16 Total Cubic Yards Placed: 3,960 Ppenvirod ',tr�ncrth (I h, /­ in l- 2:10 PM 3:10 PM E. Bound of Bethel Rd., 80' E. of S. Coppell Rd. */4223 80 'F 87 'T 5.5 Clear 8:00 AM 4:45 PM 3.4 320.0 11 Anti Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 314 3 3/8/16 80,440** 2,850 BCR 315 6 3/11/16 94,080** 3,330 BCR 316 5.5 28 4/2/16 111,920*** 3,960 BCR 317 28 4/2/16 110,640*** 3,910 BCR 318 H H I I Test Methods Utilized Fracture Regular Cylinders Made By: HP I ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: * Truck number is not available Marked test result did not meet the project specifications *** Test results did not meet or exceed 4,000 psi strength requirement cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(i4coppelltx.go Mr. Michelle Matunas - City of Coppell via Email: i-yimatunas(ti,,col)pelltx.go Mr. George Marshall - City of Coppell via Email: gi-narsliall('e,,copl2elltx.gov Mr, Robert Caudill - Tiseo Paving via Email: rcaudill(&,tiseopaving.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 full approval of GEE Consultants, Inc. 'rhe 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.