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ST0301C- LR151221 (3)GI - GEOTECHNICAL ENGINEERING E •ENVIRONMENTAL CONSULTING GEE Consultants,, Inc, �E] -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 40 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 1"0311114 I1ALK1110 Report Date: December 21, 2015 Date Concrete Placed: December 16, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 46 Contractor: Axis Project No.: 215-140 Concrete Supplier and Plant: TX1 Operations, LP 141 Location of Placement: Paving Driveway MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Date Tested Total Load (Lbs.) Description (Lbs/CuYd) Remarks BCR 213 Mix Number: 8274 Time Sample Batched: 9:35 AM Cement: 6 Sack Time Sampled: 10:30 AM 7 12/23/15 Sample Location: Driveway at 110' N. of Bethel Rd. Fly Ash: BCR 215 Truck / Ticket No: */3109134 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 48 OF Concrete Range: 66 OF Fine Aggregate: H Slump Range (inches): 5.75 Admixtures: Weather Conditions: Cloudy I ASTM C-31, C-39, C-143 Time Started: 8:30 AM 'Time Completed: 5:00 PM 2 Sample Air Content (%): 3.0 Added Water: 0 Gallons Total Cubic Yards Placed: 22 D__, *r Qf­k it kc /an in I- I Ano Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 213 5 12/21/15 132,160 4,670 BCR 214 7 12/23/15 BCR 215 5.75 28 1/13/16 BCR 216 28 1/13/16 BCR 217 H H I Test Methods Utilized Fracture Regular Cylinders Made By: RB/JP I ASTM C-31, C-39, C-143 (Unless Noted Otherwise) — Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: RodelK&oppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mgov Mr. George Marshall - City of Coppell via Email: gmarshalincoppelltx.cov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(o-)tiscopavin GEE Consultants. Inc. : 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. 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. -INICAL ENGINEERING IVIRONMENTAL CONSULTING * CONSTRUCTION MATERIALS TESTING GEE Consultants, inc, 10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 Report Date: Decernber 21, 2015 Date Concrete Placed: Client: City of Coppell Project: Bethel & Coppell Road Contractor: Axis Concrete Supplier and Plant: TCI Ciperations, LP 141 Location of Placement: E. Side Box Culvert Colored Paving December 16, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 47 Project No.: 215-140 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: Cement: 6 Sack Time Sampled: Total Load (Lbs.) Sample Location: Fly Ash: BCR 218 Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: BCR 219 Concrete Range: Admixtures: Slump Range (inches): I Weather Conditions: 2 Time Started: 1.4 Time Completed: Added Water: 0 Gallons Sample Air Content (%): Total Cubic Yards Placed: BCR 221 Rpnidred `,tre.noth (l.h- 1-n in 10:14 AM 11:05 AM 40'N. of S. End of Box Culvert Station 4+30 */3109241 48 OF 68 OF 1.4 Cloudy 8:30 AM 5:00 PM 2.25 23 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs,/Sq.1n.) Remarks BCR 218 5 12/21/15 142,240 5,030 BCR 219 7 12/23/15 BCR 220 1.4 28 1/13/16 BCR 221 28 1/13/16 BCR 222 H H Test Methods Utilized Fracture Regular Cylinders Made By: RB/JP ASTM C-31, C-39, C443 (Unless Noted Otherwise) Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppel I via E-mail: Rodeltnacoppelltx.gov Mr. Michelle Matunas - city of Coppell via Email: mmatunas Alcoppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshall(thoppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill((�tiseopaving.com TBPE : F-3212 Rev 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 * GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING GEE E I* CONSTRUCTION MATERIALS TESTING -C — Consultants,, Inc, 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0— Fax (214) 352-6972 Report Date: December 21, 2015 Date Concrete Placed: December 17, 2015 Standard 6"xl2" Cylinders Client, City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 49 Contractor: Tisco Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: Coppell Rd., N. Bound Paving Leave Out MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 Time Sample Batched: 7:33 AM Cement: 6 Sack Time Sampled: 8:00 AM Fly Asn: Sample Location: Heath Ln., W. Bound, 10' E. of Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 0 Gallons Truck / Ticket No: Temperature: Ambient Range: Concrete Range: Slump Range (inches): Weather Conditions: Time Started: Time Completed: Sample Air Content Total Cubic Yards Placed: Rpniiirod qtre.noth (I.h- /qn in.)- Coppell Rd., TS. of N. Curb */3592 36 OF 60 OF 2.75 Clear 6:00 AM 11:15 AM 2.8 32 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 227 4 12/21/15 126,160 4,460 BCR 228 7 12/24/15 BCR 229 2.75 28 1/14/16 BCR 230 28 1/14/16 BCR 231 H H Test Methods Utilized Fracture Regular Cylinders Made By: RB/JP ASTM C-31, C-39, C-143 , (Unless Noted Otherwise) Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(&col)pelltx.gov Mr, Michelle Matunas - City of Coppell via Email: turnatunas(o),coppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshaIWccq)PeIItx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(&tiseopaving.co GEE Consultants, Inc. _ TBPE Firm: F-3212 Rev 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. Out 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* GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 Report Date: December 21, 2015 Date Concrete Placed: December 18, 2015 Standard 6"xl2" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 51 Contractor: Axis Company Project No.: 215-140 Concrete Supplier and Plant: TX1 Operation, LP 141 Location of Placement: Driveway, N. Bound at 512 MATERIALS Source / SSD Batch Wts. Description (Lbs/CuYd) OBSERVATION DATA Date Tested Mix Number: 8274 Time Sample Batched: 9:04 AM Cement, 6 Sack Time Sampled: 9:55 AM 3,960 Sample Location: Driveway in Front of 512 Fly Ash: 12/24/15 Truck / Ticket No: */3113307 Coarse Aggregate: BCR 238 Temperature: 28 Intermediate Aggregate: Ambient Range: 41 OF BCR 239 Concrete Range: 69 OF Fine Aggregate: Slump Range (inches): 4.0 Admixtures: H Weather Conditions: Clear I Time Started; 9:00 AM Cylinders Made By: HP ASTM C-31, C-39, C-143 'rime Completed: 1:30 PM 2 Sample Air Content 3.4 Added Water: 0 Gallons Total Cubic Yards Placed: 10 V ­;—A 'Zt—orth 1`1 he lqn in 't- 1 601"1 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 236 3 12/21/15 111,940 3,960 BCR 237 6 12/24/15 BCR 238 4.0 28 1/15/16 BCR 239 28 1/15/16 BCR 240 H H Test Methods Utilized Fracture Regular Cylinders Made By: HP ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellnacoppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas6q)copl)elltx.g0 Mr. George Marshall - City of Coppell via Email: gmarshall&coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudillatisecinaving.cont GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ®rlll_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 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. IG I • GEOTECHNICAL ENGINEERING E • ENVIRONMENTAL CONSULTING GEE Consultants, inc. EJ • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: December 21, 2015 Date Concrete Placed: December 18, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square inches Project: Bethel & Coppell Road Concrete Report No.: 52 Contractor: Axis Project No.: 215-140 Concrete Supplier and Plant: TXI Operation, LP 141 Location of Placement: Colored Paving at McNear Dr. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Date Tested Total Load (Lbs.) Description (Lbs/CuYd) BCR 241 Mix Number: 8274 Time Sample Batched: 10:43 AM Cement: 6 Sack Time Sampled: 11:45 AM Fly Ash: 12/24/15 Sample Location: Paving, E. Bound at McNear Dr., BCR 243 4.75 50'E. of S. Coppell Rd. Coarse Aggregate: Truck / Ticket No: */3113739 Intermediate Aggregate: Temperature: 1/15/16 Fine Aggregate: Ambient Range: 46 OF Admixtures: H Concrete Range: 71 OF Slump Range (inches): 4.75 1 ASTM C-31, C-39, C-143 Weather Conditions: Clear 2 'Time Started: 9:00 AM Time Completed: 1:30 PM Added Water: 0 Gallons Sample Air Content (%): 4.0 Total Cubic Yards Placed: 10 RPrnrirprl Ctrpnoth (I he /cn in l I AM Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.ln.) Remarks BCR 241 3 12/21/15 100,360 3,550 BCR 242 6 12/24/15 BCR 243 4.75 28 1/15/16 BCR 244 28 1/15/16 BCR 245 H H Test Methods Utilized Fracture Regular Cylinders Made By: HP ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: "Truck number is not available cc: Mr. Rick Odell - City of Coppell. via E-mail: Roden a,coppellm.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a-),coppelltx.go_v Mr. George Marshall - City of Coppell via Email: gmarshall ,coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(aitiseopaving.com 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.