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ST0301C- LR151223 (3)G I - GEOTECHNICAL ENGINEERING I E I - ENVIRONMENTAL CONSULTING E I -CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 Report Date: Client: Project: Contractor: Concrete Supplier and Plant: Location of Placement: 1 10 01 9 December 23, 2015 City of Coppell Bethel & Coppell Road Axis TX1 Operations, LP 141 Paving Driveway Date Concrete Placed: December 16, 2015 Standard 6"xl2" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 46 Project No.: 215-140 MATERIALS Source / SSD Batch Wts. Description (Lbs/CuYd) OBSERVATION DATA Date Tested Mix Number: 8274 Time Sample Batched: 9:35 AM Cement: 6 Sack Time Sampled: Sample Location: 10:30 AM Driveway at 110' N. of Bethel Rd. Fly Ash: Truck / Ticket No: *13109134 Coarse Aggregate: 12/23/15 Temperature: 4,660 Intermediate Aggregate: BCR 215 Ambient Range: 48 OF OF 1/13/16 Concrete Range: 66 Fine Aggregate: Slump Range (inches): 5.75 Admixtures: Weather Conditions: Cloudy H Time Started: 8:30 AM Time Completed: 5:00 PM 2 ASTM C-31 C-39 C-143 Sample Air Content (%): 3.0 Added Water: 0 Gallons Total Cubic Yards Placed: 22 Ppniiirp.ri qtre.ngth (l.hs./so.in.): 3.600 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 12/23/15 131,660 4,660 BCR 215 5.75 28 1/13/16 BCR 216 28 1/13/16 BCR 217 H H Test Methods Utilized Fracture Regular Cylinders Made By: RB/JP I ASTM C-31 C-39 C-143 (Unless Noted Otherwise) I I Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: Rodetl aicoppelltx. ov Mr. Michelle Matunas - City of Coppell via Email: mmatunas coppelltx.Pov Mr. George Marshall - City of Coppell via Email: gmarshall&coppelltx Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a-)tiseopaving.co 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 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 E I* 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 Report Date: December 30, 2015 Date Concrete Placed: December 17, 2015 Standard VxIT' Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 49 Contractor: Tiseo Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: Heath Lane and N. Bound Leave Out MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 Time Sample Batched: Cement: 6 Sack Time Sampled: Total Load (Lbs.) Sample Location: Fly Ash: BCR 227 Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: BCR 228 Concrete Range: Admixtures: Slump Range (inches): 130,500 Weather Conditions: 2 Time Started: 2.75 Time Completed: Added Water: 0 Gallons Sample Air Content (%): 'Total Cubic Yards Placed: BCR 230 Q­i;rpri Strt-noth (I he /,zn in I 7:33 AM 8:00 AM Heath Ln., W. Bound, 10' E. of Coppell Rd., YS. of N. Curb */3592 36 OF 60 OF 2.75 Clear 6:00 AM 11:15 AM 2.8 32 1 6no 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 12/24/15 130,500 4,620 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: RodellAcoripelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mniatunas((TcopPeIItx-9ov Mr. George Marshall - City of Coppell via Email: gmarshall(a-),coppelltx.go Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseggavinl .com GEE Consultants Inc. TBPE Firm: F Reviewed I — 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 E # ENVIRONMENTAL CONSULTINGGEE Consultanis, 'nl..�. -A-- E I -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 Report Date: December 28, 2015 Date Concrete Placed: December 17, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 50 Contractor: Tiseo Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: Inlet Throat Along N. Bound, S. Coppell Rd. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Date Tested Total Load (Lbs.) Description (Lbs/CuYd) Remarks BCR 232 Mix Number: 2596 MACH\H Time Sample Batched: 2:00 PM Cement: 6 Sack Time Sampled: 2:35 PM 28 1/14/16 Sample Location: Inlet Throat 60' S. of Heath Lane Fly Ash: Truck / Ticket No: 197/3631 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 60 IF Concrete Range: 71 OF Fine Aggregate: H Slump Range (inches): 2.0 Admixtures: Weather Conditions: Clear I ASTM C-31, C-39, C-143 Time Started: 12:30 PM 2 Time Completed: 4:45 PM Sample Air Content 3.3 Added Water: 0 Gallons Total Cubic Yards Placed: to Recndre.d qtrt-.nplh (I.b-_/so.in.): 3-600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 232 7 12/24/15 149,940 5.300 BCR 233 28 1/14/16 2.0 BCR 234 28 1/14/16 BCR 235 H I H Test Methods Utilized Fracture Regular Cylinders Made By: HP ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelftx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunasAcoppelltx.gov Mr. George Marshall - City of Coppell via Email: marshall(&coppelltx.�ov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(i�tiseopgLipg&M 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. -INICAL ENGINEERING VIRONMENTAL CONSULTING 9 CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 Report Date: December 30, 2015 Date Concrete Placed Client: City of Coppell Project: Bethel & Coppell Road Contractor Axis Company Concrete Supplier and Plant: TX1 Operation, LP 141 Location of Placement: Driveway, N. Bound at 512 S. Coppell Rd. December 18, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 51 Project No.: 215-140 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 9:04 AM Cement: 6 Sack Time Sampled: 9:55 AM Fly Ash: Sample Location: Driveway in Front of 512 3 Truck / Ticket No: */3113307 Coarse Aggregate: Temperature: BCR 237 Intermediate Aggregate: Ambient Range: 41 OF Fine Aggregate: Concrete Range: 69 OF BCR 238 Slump Range (inches): 4.0 Admixtures: Weather Conditions: Clear 'rime Started: 9:00 AM 2 Time Completed: 1:30 PM Sample Air Content 3.4 Added Water: 0 Gallons Total Cubic Yards Placed: 10 Required Strength (Lbs./sq.in.): 3,600 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 12/24/15 130,160 4,600 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: Rodellaeoppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&-coppelltx,go Mr. George Marshall - City of Coppell via Email: gmarshall(i�,coppelltxgov Mr. Robert Caudill - Tiseo Paving via Email: rcaudillngtiseopaving.com GFF Firm: F-321 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. G I - GEOTECHNICAL ENGINEERING E I* 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 REPORT OF CONCRETE MIX OBSERVATION Report Date: December 28, 2015 Date Concrete Placed: Client: City of Coppell. Project: Bethel & Coppell Road Contractor: Axis Concrete Supplier and Plant: TX1 Operation, LP 141 Location of Placement: Colored Paving at McNear Dr. December 18, 2015 Standard VxIT' Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 52 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: Fly Ash: Sample Location: Coarse Aggregate: 'Truck / Ticket No: Intermediate Aggregate: 'Temperature: Fine Aggregate: Ambient Range: Admixtures: Concrete Range: BCR 242 Slump Range (inches): 6 Weather Conditions: 2 Time Started: Time Completed: Added Water: 0 Gallons Sample Air Content 1/15/16 'Total Cubic Yards Placed: Reouired Strength (Lbs./sa.in.) 10:43 AM 11:45 AM Paving, E. Bound at McNear Dr., 50'E. of S. Coppell Rd. */3113739 46 OF 71 OF 4.75 Clear 9:00 AM 1:30 PM 4.0 10 3.600 Specimen Number Measured Slump (in,) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n,) Remarks BCR 241 3 12/21/15 100,360 3,550 BCR 242 6 12/24/15 129,320 4,570 BCR 243 4.75 28 1/15/16 BCR 244 28 1/15/16 BCR 245 H H Test Methods Utilized Fracture Regular 1 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: Rodell4coppelftx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(&,coppeIItx.gov Mr. George Marshall - City of Coppell via Email: gmarshall(it coppLIlIx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(d2tiseortaving,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. -INICAL ENGINEERING VIRONMENTAL CONSULTING * CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 111 1 1 17"1111,11111 ;:11ilizill Report Date: December 30, 2015 Date Concrete Placed: December 21, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area; 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 53 Contractor: Axis Contracting, Inc. Project No.: 215-140 Concrete Supplier and Plant: TXI Operation, LP 141 Location of Placement: Driveway, North Bound, S. Coppell Rd. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: Cement: 6 Sack rime Sampled: Total Load (Lbs.) Sample Location: Fly Ash: BCR 246 Coarse Aggregate: 'Truck / Ticket No: Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: BCR 247 Range: Admixtures:Concrete Slump Range (inches): Weather Conditions: 2 Time Started: 3.0 Time Completed: Added Water: 0 Gallons Sample Air Content Total Cubic Yards Placed: BCR 248 Required Strength (Lbs./so.in.): 2:28 PM 3:10 PM Driveway in Front of 556, S. Coppell Rd. */3117506 71 OF 78 OF 3.0 Clear 11:45 AM 4:45 PM 3.0 20 3.600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 246 7 12/28/15 119,900 4,240 BCR 247 28 1/18/16 3.0 BCR 248 28 1/18/16 BCR 249 H H Test Methods Utilized Fracture Regular 1 Cylinders Made By: YS 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: mmatunas(&,coyPeIItx.gov Mr, George Marshall - City of Coppell via Email: gmarshaIIQ),copPeIltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.com TBPE Firm: F-32 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 VIRONMENTAL CONSULTING * CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 9 Fax (214) 352-6972 Report Date: December :30, 2045 Date Concrete Placed: December 22, 2015 Standard 6"x12° Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 54 Contractor: Axis Contracting, Inc. Project No.: 215-140 Concrete Supplier and Plant: TXI Operation, LP 141 Location of Placement: Driveway Approach at S. Coppell Rd. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 2:55 PM Cement: Time Sampled: 3:36 PM Fly Ash: Sample Location: Driveway Approach at 532/536 S. 7 12/29/15 Coppell Rd. Coarse Aggregate: Truck / Ticket No: 0000/3 1 1 9779 Intermediate Aggregate: Temperature: 1/19/16 Fine Aggregate: Ambient Range: 68 OF Concrete Range: 78 OF Admixtures: Slump Range (inches): 6.25 1 Weather Conditions: Clear 2 'rime Started: 11:30 AM Time Completed: 4:45 PM Added Water: 10 Gallons Sample Air Content 3.8 Total Cubic Yards Placed: 30 Test Methods Utilized Required Strength (Lbs./sq.in.): 3,600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 250 7 12/29/15 117,680 4,160 BCR 251 28 1/19/16 6.25 BCR 252 28 1/19/16 BCR 253 H H Test Methods Utilized Fracture Regular Cylinders Made By: YS ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Rick Odell - City of Coppell via E-mail: Roden (@,coVPcIltx.Pov Mr. Michelle Matures - City of Coppell via Email: mmaturtas&coppelftx.gov Mr. George Marshall - City of Coppell via Email: gmarshaIIQ),coppelIt&.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(d),tiseopaying 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.