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ST0301C- LR160119• GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING E ( • CONSTRUCTION MATERIALS TESTING GEE Consultan' Isf 10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 + Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: January 19, 2016 Date Concrete Placed: Client: City of Coppell Project: Bethel & Coppell Road Contractor: Tiseo Paving Concrete Supplier and Plant: Tiseo Paving Location of Placement: Heath Lane and N. Bound Leave Out December 17, 2015 Standard 6"xl2" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 49 Project No.: 215-140 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: :2596 Time Sample Batched: Cement: 6 Sack Time Sampled: Sample Location: Fly Ash: 12/21/15 Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: Ambient Range: Fine Aggregate: Concrete Range: Admixtures: Slump Range (inches): 1 Weather Conditions: 28 Time Started: 2 Time Completed: Added Water: 0 Gallons Sample Air Content (%): Total Cubic Yards Placed: Specimen Measured Number Slump (in.) BCR 227 BCR 228 BCR 229 2.75 BCR 230 BCR 231 Test Methods Utilized ASTM C-31, C-39, C-143 Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.In.) 4 12/21/15 126,160 4,460 7 12/24/15 130,500 4,620 28 1/14/16 152,080 5,380 28 1/14/16 152,160 5,380 H H 7:33 AM 8:00 AM Beath Ln., W. Bound, 10' E. of Coppell Rd., 3' S. of N. Curb */3592 36 OF 60 OF 2.75 Clear 6:00 AM 11:15 AM 2.8 32 Fracture RegularI Cylinders Made By: RB/JP (Unless Noted Otherwise) Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail'. Roden@coppelltx&ov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(rcoppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshall{'7a coppelltx.l;ov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(i4tiseopavinQ.com GEE _'1217 Remarks 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 • Fax (214) 352-6972 Report Date: January 19, 2016 Date Concrete Placed: Client: City of Coppell Project: Bethel & Coppell Road Contractor: Tiseo Paving Concrete Supplier and Plant: Tiseo Paving Location of Placement: Inlet Throat Along N. Bound, S. Coppell Rd. December 17, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 50 Project No.: 215-140 MATERIALS Source; / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2596 MACH\H Time Sample Batched: Cement: 6 Sack Time Sampled: Fly Ash: Sample Location: Remarks Truck / Ticket No: Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: Fine Aggregate: Concrete Range: Admixtures: Slump Range (inches): 28 Weather Conditions: 1 Time Started: 2 Time Completed: 2.0 Sample Air Content (%): Added Water: 0 Gallons Total Cubic Yards Placed: Reauired Strength (Lbs./sa.in.): 2:00 PM 2:35 PM Inlet Throat 60' S. of Heath Lane 197/3631 60 OF 71 OF 2.0 Clear 12:30 PM 4:45 PM 3.3 10 3.600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.In.) Remarks BCR 232 7 12/24/15 149,940 5,300 BCR 233 28 1/14/16 176,020+ 6,230+ 2.0 BCR 234 28 1/14/16 177,320+ 6,270+ BCR 235 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: cc: Mr. Rick Odell - City of Coppell via E-mail: Roden n,coppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a-),coppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelitx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(iMseopaving.com 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 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. G1 * GEOTECHNICAL ENGINEERING E I a 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: January 19, 2016 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.: 51 Contractor: Axis Company Project No.: 215-140 Concrete Supplier and Plant: TX1 Operation, LP 141 Location of Placement: Driveway, N. Bound at 512 S. Coppell Rd. Source / SSD Batch Wts. OBSERVATION DATA MATERIALS Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 9:04 AM 6 Sack Time Sampled: 9:55 AM Cement: Sample Location: Driveway in Front of 512 Fly Ash: Truck / Ticket No: */3113307 Coarse Aggregate: Temperature: OF Ambient Range: 41 Intermediate Aggregate: Concrete Range: 69 OF Fine Aggregate: Slump Range (inches): 4.0 Admixtures: Weather Conditions: Clear Time Started: 9:00 AM Time Completed: 1:30 PM 2 Sample Air Content 3.4 Added Water: 0 Gallons Total Cubic Yards Placed: 10 Re wired Strenath (Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.1n.) 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 1/15/16 180,800 6,400 BCR 239 28 1/15/16 177,180 6,270 BCR 240 H H - Test Methods �C-143' Fracture Regular Cylinders Made By: HP Cylinders Mad, F_ (Unless NotedOtherwise) ASTM C-31, C-39:' t Remarks and/or Distribution: Truck number is not available cc: Mr. Rick Odell - City Of Coppell via E-mail: Bso�dellco �elltx- �Ov Mr. Michelle Matunas . City of Coppell via Email: mrnatunasAcoppelltx.R ov Mr. George Marshall - city of'Coppell via Email: gmarshaIl(&_coI)1)elltx.g'oy Mr. Robert Caudill - Tisco Paving via Email: rcaudi GEE Consultants, Inc. T'BPE Firm: F-3212 Reviewed by: �y are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive All letters and reports are for the exclusive use of the client to whom th( s our prior written approval. our letters and re ,ports apply only to the ample 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 0 (214) 352-5433 «Fax (214) 352-6972 Report Date: January 19, 2016 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 6"x12" 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: Total Load (Lbs.) Sample Location: Fly Ash: BCR 241 Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: 3,550 Ambient Range: Fine Aggregate: Concrete Range: Admixtures: Slump Range (inches): 129,320 Weather Conditions: Time Started: 2 Time Completed: Added Water: 0 Gallons Sample Air Content 5,960 Total Cubic Yards Placed: BCR 244 Rennired Strength (Lbs./so.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 1/15/16 168,480 5,960 BCR 244 28 1/15/16 168,000 5,940 BCR 245 H I H Test Methods Utilized Fracture Regular Cylinders Made By: HP I ASTM C-3 1, 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: RodeIl(@,coI)I)elhx.Rov_ Mr. Michelle Matunas - City of Coppell via Email: mrmftunasAcoPPd�1txov Mr. George Marshall - City of Coppell via Email: wnarshallQcoDvelltx.gov Mr. Robert Caudill - Tiseo Paving via Email-, rcaudill(&tiseonqyjagsm 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. 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 E • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 Report Date: January 19, 2016 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 Time Sampled: Total Load (Lbs.) Sample Location: Fly Ash: BCR 246 Coarse Aggregate: Truck / Ticket No: Intermediate Aggregate: Temperature: 4,240 Ambient Range: Fine Aggregate: Concrete Range: Admixtures: Slump Range (inches): 1 Weather Conditions: Time Started:. 2 Time Completed: Added Water: 0 Gallons Sample Air Content (%): 5,660 Total Cubic Yards Placed: BCR 249 D_-;-4 4 QtrF—th (I hQ /en in 1 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 1600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.In.) Remarks BCR 246 7 12/28/15 119,900 4,240 BCR 247 28 1/18/16 162,080 5,730 BCR 248 3.0 28 1/18/16 159,960 5,660 BCR 249 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: Truck number is not available cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcol)Pclltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunasc&,coppelha-gov Mr. George Marshall - City of Coppell via Email: a arshall(a,coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: reaudill(a),tiseopaving.com GEE :F 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 ` • CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 Report Date: January 19, 2016 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 Remarks Sample Location: Driveway Approach at 532/536 S. Fly Ash: 12/29/15 Coppell Rd. Coarse Aggregate: Truck / Ticket No: 0000/3119779 Intermediate Aggregate: Temperature: 1/19/16 149,700 Ambient Range: 68 of Fine Aggregate: Concrete Range: 78 F Admixtures: Slump Range (inches): 6.25 1 Weather Conditions: Clear H Time Started: 11:30 AM 2 Time Completed: 4:45 PM Added Water: 10 Gallons Sample Air Content (°l°}: 3.8 Fracture Regular Total Cubic Yards Placed: 30 (Unless Noted Otherwise) Re.nuired Strength (Lbs./sa.in.): 3.600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.ln.) Remarks BCR 250 7 12/29/15 117,680 4,160 BCR 251 28 1/19/16 149,700 5,300 BCR 252 6.25 28 1/19/16 151,120 5,350 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: Rodelllmcoppelltx-gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(iDcoppelltx.aov Mr. George Marshall - City of Coppell via Email:__aarshall ,coppelltx.Rov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(i- iseopavinng com Inc. T13PE Firm: F 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 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 Date: January 19, 2016 Date Concrete Placed: January 12, 2016 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 59 Contractor: Axis Contracting, Inc. 3,740 Project No.: 215-140 Concrete Supplier and Plant: TXI Operation, LP 141 28 2/9/16 Location of Placement: S. Coppell Rd., E. Side Sidewalk MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) BCR 272 Mix Number: 8272 Time Sample Batched: 10:16 AM Cement: BCR 273 Time Sampled: 10:47 AM I H Sample Location: Sidewalk at 20'N. of Approach to Fly Ash: Fracture Regular Cylinders Made By: RB 556 Coarse Aggregate: Truck / Ticket No: 01/3136193 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 51 OF Concrete Range: 54 OF Admixtures: Slump Range (inches): 3.25 1 Weather Conditions: Clear 2 Time Started: 8:30 AM Time Completed: 5:00 PM Added Water: 0 Sample Air Content (%): 3.25 Total Cubic Yards Placed: 10.0 Required Streneth (Lbs./so.in.): 3.600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 270 7 1/19/16 105,600 3,740 BCR 271 28 2/9/16 3.25 BCR 272 28 2/9/16 BCR 273 H I H Test Methods Utilized Fracture Regular Cylinders Made By: RB ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Rick Odell - City of Coppell via E-mail: Rodcllncot)Pelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas a,conyelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshali(acoppelltx.gov Mr, Robert Caudill - Tisco Paving via Email: rcaudill(a),tiseopaving_com Inc. 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. ' • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING I • CONSTRUCTION MATERIALS TESTING i 10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 Report Date: January 19, 2016 Date Concrete Placed: January 12, 2016 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 60 Contractor: Tiseo Paving Project No.: 215-140 Concrete Supplier and Plant: Tiseo Paving Location of Placement: Parking Space at E. Side of S. Coppell Rd. and Intersection of McNear Dr MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 2 Added Water: 2596 Time Sample Batched: 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: Require Strength Lbs./s .in. 1.28 PM 2:35 PM Parking Space at E. Side, 50'N. of Bethel Rd. */28536 64 OF 70 OF 2.75 Clear 8:30 AM 5:00 PM 3.75 8.0 3,600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.In.) Remarks BCR 274 7 1/19/16 151,300 5,350 BCR 275 28 2/9/16 2.75 BCR 276 28 2/9/16 BCR 277 H H Test Methods Utilized Fracture Regular Cylinders Made By: RB ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(7a,coppelltx.gov Mr. Michelle Matunas - City of Coppell via Email: mmatunas(`)a,coppelltx.gov Mr. George Marshall - City of Coppell via Email: gmarshall(a))coppelltx.gov Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(@tiseopaving.com Inc. 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. 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 I* ENVIRONMENTAL CONSULTING E I* CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 Report Date: January 19, 2016 Date Concrete Placed: January 14, 2016 Standard 6"xl2" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Bethel & Coppell Road Concrete Report No.: 61 Contractor: Axis Contracting, Inc. Project No.: 215-140 Concrete Supplier and Plant: TXI Operation, LP 141 Location of Placement: Stamped Concrete Paving, W. Bound, McNear Dr., 30' E. of S. Coppell Rd. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: I 2 Added Water: 8274 6 Sack Time Sample Batched: Time Sampled: Sample Location: Truck / Ticket No: Temperature: Ambient Range: Concrete Range: Slump Range (inches): Weather Conditions: Time Started: Time Completed: Sample Air Content (0/o): Total Cubic Yards Placed: D- ­;—A Qt—cnk (I he len in 10:00 AM 10:40 AM McNear Dr., 30'E of S. Coppell Rd. 01/3140699 60 OF 66 OF 4.75 Clear 9:30 AM 1:30 PM 3.4 26.0 'i nnn Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks BCR 278 4 1/18/16 106,600 3,770 BCR 279 7 1/21/16 BCR 280 4.75 28 2/11/16 BCR 281 28 2/11/16 BCR 282 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: cc: Mr. Rick Odell - City of Coppell via E-mail: Rodellacotmelltx.goy Mr. Michelle Matunas - City of Coppell via Email: trunatunasacoppelltmov Mr. George Marshall - City of Coppell via Email: gmarshaIlacoi)Pelltx-gov Mr. Robert Caudill - Tiseo Paving via Email: roaudill(a)tiseopaving.com Firm• F kwhE %-onsultaZIL59 111U. .. . — — 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.