Loading...
ST0502A- LR150529G • GEOTECHNICAL ENGINEERING E ENVIRONMENTAL CONSULTING GEE Consultants, Inc, JJ- CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 •Fax (214) 352- - 6972 Report Date: May 29, 2015 Date Concrete Placed: Client: City of C oppell Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Contractor: CD Builders Concrete Supplier and Plant: Argos 1' 25 Location of Placement: Decel Ln. May 1, 2015 Standard 6"x12" Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Concrete Report No.: 188 Project No.: 2 14-0 144 Specimen Number Measured Slump (in.) Age (Days) Date 'rested MATERIALS Source / Description SSD Batch Wts. OBSERVATION DATA (Lbs/CuYd) FPP 717 Mix Number: 1273 Time Sample Batched: 12:22 PM Cement: Time Sampled: 12:50 PM Fly Ash: 5/29/15 Sample Location: In front of 300 Freeport Pkwy., Coarse Aggregate: 2.0 S. bound Intermediate Aggregate: Truck / Ticket No: 3440 /1607413 Fine Aggregate: Temperature: 5/29/15 Admixtures: 5,420 Ambient Range: 80 OF H Concrete Range: 80 OF I Slump Range (inches): 2.0 2 ASTM C-31, C-39, C-143 Weather Conditions: Partly Cloudy Added Water: 0 Time Started: 10:00 AM Time Completed: 3:30 PM Sample Air Content 4.0 Total Cubic Yards Placed: 60 Required Strength (Lbs./sq.in.): 3600 Specimen Number Measured Slump (in.) Age (Days) Date 'rested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n,) Remarks FPP 717 7 5/8/15 125,820 4,450 FPP 718 28 5/29/15 148,340 5,250 2.0 FPP 719 28 5/29/15 153,240 5,420 FPP 720 H Hold I Test Methods Utilized Fracture Regular Cylinders Made By: BT ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Mr. Rick Odell - City of Cop pell 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. • GEOTECHNICAL ENGINEERING E _- ENVIRONMENTAL CONSULTING GEE Consultants, Inc. E• CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF CON Report Date: May 29, 20 15 Date Concrete Placed: May 1, 2015 Standard 6"xl2 Cylinders Cylinder Cross-sectional Area: 28.27 Square Inches Client: city of Coppell Concrete Report No.: 189 Project: Freeport I.Pkwy from Ruby Rd. to Sandy Lake Rd. Project No.: 214-0144 Contractor: Mels Electric LP Concrete Supplier and Plant: LMC 952 Location of Placement: Light Piers - South of Bridge Source / SSD Batch Wts. OBSERVATION DATA MATERIALS Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 12:32 PM 1'40 DNA MIX OBSERVATION Cement: Time Sampled: Sample Location: Light Piers - South of Bridge Fly Ash: Truck / Ticket No: 1417/62980224 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 80 OF Fine Aggregate: Concrete Range: 86 OF Admixtures: Slump Range (inches): 1.25 1 Weather Conditions: Partly Cloudy Time Started: 10:00 AM 2 0 Time Completed'. 3:30 PM Added Water: Sample Air Content (%): 3.75 Total Cubic Yards Placed: 7.5 Re uired Stren th (Lbs./s in.): 4000 Date Total Load Compressive Strength (Lbs./Sq.1n.) Remarks Sur specimen Measured cime Specimen ed) Age umber Slump (in Number Slump (in.) (Days) Tested (Lbs.) FPP 721 7 5/8/15 106,240 3,760 ffMea FPP 722 28 5/29/15 125,100 4,430 1.25 1 PP 723 FPP 28 5/29/15 121,240 4,290 FPP 724 Hold Test Methods Utilized Fracture Regular Cylinders Made By: BT ASTM C -3L, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Mr. Rick Odell - City of Coppell via E-mail: ROdeIl@cOppeIftx-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, All letters and reports are for receive our prior written approval. Inc TBPE Firm: F-3212 ie exclusive use 70f theclient to whom they are addressed and shall not he reproduced without the Our letters and reports apply only to the sample tested and/or observed and are not necessarily Reviewed b,ii,:: II 'approval of GEE Consultants, Inc. The use of our name must dicative of the quantities of apparently identical or similar products. -INICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 REPORT OF CONCRETE MIX OBSERVATION Fax (214) 352-6972 Report Date: June 2, 2015 Date Concrete Placed: May 4, 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.: 190 Contractor: CD Builders Project No.: 214-0144 Concrete Supplier and Plant: Agros 110 Location of Placement: Paving Decel Lane and Median Crossing STA 1+50 to 2+50 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) - Mix Number: 12,73 Time Sample Batched: 12:02 PM Cement: Time Sampled: 12:25 PM Date Tested Sample Location: Paving Decel Lane and Median Fly Ash: FPP 725 Crossing STA 1+50 to 2+50 Coarse Aggregate: Truck / Ticket No: 5017/1609096 Intermediate Aggregate: Temperature: FPP 726 Fine Aggregate: Ambient Range: 75 OF Admixtures: Concrete Range: 80 OF I Slump Range (inches): 3.5 2 Weather Conditions: Mostly Cloudy Added Water: 0 Time Started: 10:00 AM H Time Completed: 4:45 PM Sample Air Content 3.8 Fracture Regular I Total Cubic Yards Placed: 10 (Unless Noted Otherwise) _ Reonired Strength (Lbs./sc0n.): 3600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compressive Strength (Lbs./Sq.1n.) Remarks FPP 725 7 5111115 127,860+ 4,520 FPP 726 28 6/1/15 146,720+ 5,190+ FPP 727 3.5 28 6/1/15 146,400 5,180 FPP 728 H Hold Test Methods Utilized Fracture Regular I Cylinders Made By: CP I ASTM C-31, C-39, 0-143 (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: Moarza@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 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. G - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, 'Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Standard 6"x12° Cylinders Report Date: May 29, ' 20 15 Date Concrete Placed: May 22, 2015 Cylinder Cross-sectional Area: 28.27 Square Inches Client: City of Coppell Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 205 Contractor: CD Builders Project No.: 214-0144 Concrete Supplier and Plant: Agros 111) Location of Placement: Bridge - Traffic Pedestrian Rail Source / SSD Batch Wts. OBSERVATION DATA MATERIALS Description (Lbs/CuYd) Mix Number: 1083 Time Sample Batched: 10:38 AM Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: Specimen Number FPP 785 FPP 786 FPP 787 FPP 788 Measured Slump (in.) 5.0 Time Sampled: Sample Location'. Truck / Ticket No: Temperature: Ambient Range: Concrete Range: Slump Range (inches): 0 Weather Conditions: Time Started: Time Completed: Sample Air Content Total Cubic Yards Placed: Age (Days) 7 28 28 H Date Tested 5/29/15 6/19/15 6119/15 19/15 Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 1 (Unless Noted Otherwise Remarks and/or Distribution:- None Total Load Compressive Strength (Lbs.) (Lbs./Sq.1n.) 148,160 5,240 11:10 AM Traffic Pedestrian Rail, 2 Segments Between Bent 2 and Bent 3. 4027/1617013 62 OF 74 OF 4.5 Cloudy 10:00 AM 2:00 PM 3.8 10 3600 Cylinders Made By: CP Remarks 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: NlGarza((�'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 Review �= exclusive use of the client to whom they are addressed and shall not be reproduced withut the full approval of GEE Consultauts, Inc. The use ot our similar products, name must All letters and reports are for d/or observed and are not necesosarily indicative of the quantities of apparently identical or receive our prior written approval. Our letters and reports apply only to the sample tested an G1 - GEOTECHNICAL ENGINEERING El * ENVIRONMENTAL CONSULTING GEE Consultants, Inc. JEJ * CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 29, 3:015 Date Concrete Placed: May 22, 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.: 206 Project No.: 214-0144 Contractor: CD Builders Concrete Supplier and Plant: Agros I W Location of Placement: Pavement Stamped Concrete Median Nose Source SSD Batch Wts. OBSERVATION DATA MATERIALS Description (Lbs/CuYd) NAN Number: 1043 Time Sample Batched: 10:38 AM 11:10 AM Pavement Stamped Concrete Median Nose, STA. 30+30 to STA. 30+60 6018/1617037 63 OF 74 OF 5.0 Cloudy 10:00 AM 2:00 PM 3.4 10 3000 - Fracture Test Methods Utilized Fre Regular I Cylinders Made By: CP rac u ASTM C-31, C-39, C-143 F(UnIteSs Noted Otherwise) Remarks and/or Distribution:- None Remarks 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 TBPE Firm: F-3212 Reviewed ''I , '" I � 6o, w GEE Consultants, Inc. on our name must ul tall nat k In auced w5hout the full approval of GEE C s ltants� Inc, The u All letters and reports are for the excl;sive 77 of th, client to whom they are addressed at d ucts 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 prod Time Sampled: Cement: Sample Location: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Truck / Ticket No: Fine Aggregate: Temperature: Admixtures: Ambient Range: I Concrete Range: 2 Slump Range (inches): Added Water: 0 Weather Conditions: Time Started: Time Completed: Sample Air Content Total Cubic Yards Placed: Re tared Stren th (Lbs,/sq.in.) Specimen Measured Age Date Total Load Compressive Strength (Lbs./Sq.1n.) Number Slump (in.) (Days) Tested (Lbs.) FPP 789 7 5/29/15 128,580 4,550 FPP 790 28 6/19/15 5.0 FPP 791 28 (5/19/15 FPP 792 H Hold - 11:10 AM Pavement Stamped Concrete Median Nose, STA. 30+30 to STA. 30+60 6018/1617037 63 OF 74 OF 5.0 Cloudy 10:00 AM 2:00 PM 3.4 10 3000 - Fracture Test Methods Utilized Fre Regular I Cylinders Made By: CP rac u ASTM C-31, C-39, C-143 F(UnIteSs Noted Otherwise) Remarks and/or Distribution:- None Remarks 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 TBPE Firm: F-3212 Reviewed ''I , '" I � 6o, w GEE Consultants, Inc. on our name must ul tall nat k In auced w5hout the full approval of GEE C s ltants� Inc, The u All letters and reports are for the excl;sive 77 of th, client to whom they are addressed at d ucts 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 prod G - GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING GEE Consultants, Inc. E - CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 Report Date: June 2, 2015 Date Concrete Placed: May 26, 2015 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches No.: 207 Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report Project No.: 214-0144 Contractor: CID Builders Concrete Supplier and Plant: Agros I 10 Location of Placement: Retaining, Wall - E - Top Beams ;7t Source SSD Batch TS. OBSERVATION DATA MATERIALS Description (Lbs/CuYd) T,4i- Number: 10,13 Time Sample Batched: 10:31 AM Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 2 Added Water: Time Sampled: Sample Location: Truck / Ticket No: Temperature: Ambient Range: Concrete Range: Slump Range (inches): Weather Conditions: 0 Time Started: Time Completed: Sample Air Content (%): Total Cubic Yards Placed: Reauired Strength (Lbs./sq, Specimen Number Measured Slump (in.) Age Age (Days) (Days) Date Date Tested Tested TPP 79-3 7 6/2/15 FPP 794 ft286/23/15 4.0 FPP 795 28 / /I 6/23/15 FPP 796 R 14 Hold Fracture Regular Test Methods Utilized ASTM C-31, C-39, C- 143 (Unless Noted otherw Remarks and/or Distribution:- None 11:15 AM Retaining Wall - E - Top Beams. Inlets Curb STA 18+70 7098/1617354 67 OF 78 OF 4.0 Cloudy 10:00 AM 130 PM 3.2 10 in.): 3000 Total Load Compressive Strength (Lbs.) (Lbs./Sq.1n.) 120,560 4,260 Cylinders Made By: CP Remarks 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 GEE Consultants, Inc.TBPE Firm: F-3212 Reviewed by: on, �.ac must . All letters and reports are for the exclusive ase of the client to whom they are addressed and shall not be reproduce without the full approval of GEE Consultants, IncThe u: 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.