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ST0502A- LR150507• GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING E I • CONSTRUCTION` MATERIALS TESTING 1, 111�!1111 qiiiiiiqiii l 1��! 10046 Monroe Drive Dallas, Texas 75229 (214) 342-5433 Fax (214) 352-6972 1-5POROF CONCRETE MIX OBSERVATION Report Date: May 7, 2015 Date Concrete Placed: Apri 6, 2015 Standard 6"xI2" 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.: 159 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete: Supplier and Plant: Argos I I I Location of Placement: Bridge- Slab 1/2 (Median); Stage 2- YN of Abutment 1. MATERIALS Source t Description SSD Batch Wts. OBSERVA�10N DATA (Lbs/CuYd) Date Tested Mix Number: 1251 a Time Sample atched: 8:55 AM Cement: 7 Time Sampled: 9:35 PM Fly Ash: Sample Locati Bridge- Slab 1/2 (Median); 28 5/4/15 150,160 Stage 2- 5'N of Abutment 1. Coarse Aggregate: FPP 635 Truck / Ticket o: 3041/1594351 Intermediate Aggregate: 135,240 Temperature: Fine Aggregate: Alent Range: I Am 68 O F Admixtures: Con rete Range: 72 OF I Cylin rs Made By: CP Slump Ran ( nches): 5.0 2 Weather Condi ions: Cloudy Added Water: 0 Time Started: 7:00 AM Time Completed: 6:00 PM Sample Air Co itent 4.2 Total Cubic Y rds Placed: 10 Rprinirpti qt-rtp-.n th (l.hq /-n-in-)- 4000 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compr ssive Strength (t./Sq.ln.) Remarks FPP 633 7 4/13/15 116,240+ 4,110+ FPP 634 28 5/4/15 150,160 5,310 FPP 635 5.0 28 5/4/15 135,240 4,780 FPP 636 H Hold Test Methods Utilized Fracture Regular Cylin rs Made By: CP ASTM C-31, 1 Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MG rza@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E -m il: mholmes@tnpinc.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E -ma 1: 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 w4hout 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 GEE (..onsultants, Inc. -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, 'Texas 75229 0 (214) 342-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION � Report Date: May 7, 2015 Date Concrete Placed: April 6, 2015 Standard 6"xI2" 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.: 160 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 11 I Location of Placement: 'h Slab (Median); Bridge Stage 2- 30' S of Abutment 4. MATERIALS Source / Description SSD Batch Wts. OBSERVATION DATA (Lbs/CuYd) Date Tested Mix Number: 1251 Time Sample Btched: 12:40 PM Cement: 7 Time Samp 'ed*oc 1:15 PM Fly Ash: Sample La 10 ti Y2 Slab (Median); Bridge Coarse Aggregate: 5/4/15 128,460 Stage 2- 30' S of Abutment 4. Intermediate Aggregate: FPP 639 Truck /Ticket o: 7072/1594566 5/4/15 136,240 Temperature* Fine Aggregate: Ambient Range: 79 OF Admixtures: Conrete Range: 80 OF I Cylind rs Made By: CP Slump Range (i ches): 4.5 2 Weather Conditions: Mostly Cloudy Added Water: 0 Time Started: 7:00 AM Time Complete 6:00 PM Sample Air Co tent (%): 3.8 Total Cubic Y ds Placed: 110 Rpnnirp,d qtrens th (I.h-, /qn-in-)- 4000 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Comprssive Strength. (Ls./Sq.ln.) Remarks FPP 637 7 4/13/15 114,660 4,060 FPP 638 28 5/4/15 128,460 4,540 FPP 639 4.5 28 5/4/15 136,240 4,820 FPP 640 H Hold I I Test Methods Utilized Fracture Regular Cylind rs Made By: CP ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via I GEE Consultants, Inc. T13PE 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 receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not : mholmes@tnpinc.com fluyando@cdbuilderspr.com 1X111VII-Tv"A ".Y. % ,1jr I the full approval of GEE Consultants, Inc. The use of our name must ily indicative of the quantities of apparently identical or similar products. • GEOTECHNICAL ENGINEERING E• ENVIRONMENTAL CONSULTING E E• CONSTRUCTION MATERIALS TESTING Monsultants, Inc. t 10046 Monroe Drive • Dallas, Texas 75229 0 (214) 312-5433 REPORT OF CONCRETE MIX OBSERVATION � • Fax (214) 352-6972 Report Date: May 7,'2015 Date Concrete Placed: April 6, 2015 Standard 6"xl2" 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.: 161 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 Location of Placement: Pavement North -bound Decel Lane STA. MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1273 Time Sample atched: a 3:05 PM Cement: Time Sampled: 3:40 PM Fly Ash: n Sample Locatin: Pavement North -bound Decel Coarse Aggregate: 4/13/15 Lane STA Intermediate Aggregate: Truck / Ticket o: 6238/1594656 Fine Aggregate: Temperature 5/4/15 141,080+ I Am tent Range: 83 OF Admixtures: Con rete Range: 84 OF I Slump Range nches): 3.5 2 Weather Condi ions: Mostly Cloudy Added Water: 0 Time Started: 7:00 AM Time Completc d: 6:00 PM Fracture Regular Sample Air Co itent (%): 3.8 (Unless Noted Otherwise) Total Cubic Yards Placed: 20 Required Strenirth (Lbs./go-in-): 1600 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Comprssive Strength (Ls./Sq.ln.) Remarks FPP 641 7 4/13/15 70,720 2,500 FPP 642 3.5 28 5/4/15 141,080+ 4,990+ FPP 643 28 5/4/15 136,440+ 4,830+ FPP 644 H I Hold Test Methods Utilized Fracture Regular Cylind rs Made By: CP I ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution:- None cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via I 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 receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not : mholmes@tnpinc.com fluyando@cdbuilderspr.com Reviewed by: the full approval of GEE Consultants, Inc. The use of our name must rily indicative of the quantifies of apparently identical or similar products. • GEOTECHNICAL ENGINEERING - ENVIRONMENTAL CONSULTING JE GEE E -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214)3 0 - - k.14111 3 Fax (214) 352-6972 Report Date: May 7, 2015 Date Concrete Placed: April 8, 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.: 162 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 Location of Placement: Decel Lane- North Bound STA. 34+00 to 36+40 MATERIALS Source / SSD Batch Wts. Description (Lbs/CuYd) OBSERVA ION DATA Date Tested Mix Number: 0100000001273 Time Sample Patched: N/A Cement: 7 Time Sampled: 9:20 AM Fly Ash: Sample Locatio Decel Lane- North Bound 28 5/6/15 135,880+ STA. 34+00 to 36+40 Coarse Aggregate: FPP 647 Truck / Ticket o: 3552/01595773 Intermediate Aggregate: 142,200+ Temperature: Fine Aggregate: Am fent Range: 76 OF Admixtures: Con rete Range: 75 OF I Cylind rs Made By: RA I Slump Range (i ches): 5.0 2 Weather Condi ions: Cloudy Added Water: 0 Time Started: 7:30 AM Time Complete 5:00 PM Sample Air Co tent 3.3 Total Cubic ds Placed: 40 _'4 Qf—ith (I he len in )- D- - 1A0171 Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Cornprssive Strength (L)s./Sq.1n.) Remarks FPP 645 7 4/15/15 127,600+ 4,510+ FPP 646 28 5/6/15 135,880+ 4,810+ FPP 647 4.0 28 5/6/15 142,200+ 5, + FPP 648 H Hold Test Methods Utilized Fracture Regular Cylind rs Made By: RA I ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Rcmarks and/or Distribution:- None cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via I 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 receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not : mholmes@tnpinc.com fluyando@cdbuilderspr.com Reviewed by: full approval of GEE Consultants, Inc. The use of our name must indicative of the quantities of apparently identical or similar products. —_ I G I . GEOTECHNICAL ENGINEERING E I -ENVIRONMENTAL CONSULTING *CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 3512-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 7, 2015 Date Concrete Placed: April 8, 2015 Standard 6"xI2" 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.: 163 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 Location of Placement: Decel Lane- North Bound STA. 24+50 to 25+80 & Inlet (urbe STA. 7+00 to South Bound I - / MATERIALS Source Descripti Mix Number: 1273 Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 0 SSD Batch (Lbs/CuYd) I Wts. I OBSERVATION DATA Specimen Number Measured Slump (in.) Age (Days) Date Tested FPP 649 7 4/15/15 FPP 650 4.0 28 5/6/15 IFPP 651 28 5/6/15 EPP 652 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Other" Remarks and/or Distribution:- None Cloudy Time Sample I Time Sampled: Sample Locatil: Truck / Ticket Temperature: Slump Range ( Weather Condi Time Started: Time Complett Sample Air Cc Total Cubic Y Total Load (Lbs.) 127,860 135,340 138,580 ached: 11:15 AM 12:30 PM Decel Lane- North Bound STA. 24+50 to 25+86 & Inlet Curbe STA. 7+00 to South Bound o: 4035/01595996 ent Range: 74 OF -ete Range: 75 OF fiches): 5.0 ons: Cloudy 7:30 AM 5:00 PM tent 3.7 ds Placed: 100 th (Lbs./s .in.): 3600 sive Strength I Remarks s./Sq.1n.) 4,520 4,790 4,900 Made By: RA cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: M rza@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E -m il: mholmes@tnpinc.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E -ma 1: fluyando@cdbuilderspr.com GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b ;;d shall not be reproduced w diout the full approval of GEE Consultants, Inc. The use of our name must All letters and reports are for me exclusive use of the client to whom they are addressed arently identical or similar products. receive our prior written approval. our letters and reports apply only to the sample tested and/or observed and are not n cessarily indicative of the quantities of app, GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING GEE E I -CONSTRUCTION MATERIALS TESTING a 10046 Monroe Drive Dallas, Texas 75229 (214) 3�2-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 7, 2015 Date Concrete Placed: Apri� 1 9, 2015 Standard 6"xl2" Cylinders Client: City of Coppell j Cylinder Cross-sectional Area: 28.27 Square Inches Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. i Concrete Report No.: 164 Contractor: CD Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant: Argos 110 Location of Placement: Pavement Driveway -6; Column Rail Post Bridge; Stage MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Cement: Fly Ash: Coarse Aggregate: Intermediate Aggregate: Fine Aggregate: Admixtures: 1 2 Added Water: 1273 Time Sample B; I itched: 10:38 AM Time Sampled: 11:30 AM Sample Location: Pavement Driveway. -6; Remarks Column Rail Post Bridge; Stage 2 Truck / Ticket0: � 5038/1596857 Temperature: Amb ent Range: 76 OF Cone ete Range: 80 OF Slump Range (i ches): 4.5 0 Weather Condit ons: Cloudy Time Started: 10:00 AM Time Complete 2:00 PM Sample Air Con ent 1 3.4 Total Cubic Yar s Placed: 10 V.—;—A Q+-- 1, IT t- /__ :_ X. ')LAA Specimen Number Measured Slump (in,) Age (Days) Date Tested Total Load (Lbs.) Compre sive Strength (Lbt/Sq.ln.) Remarks EPP 653 7 4/16/15 126,220 460 EPP 654 45 28 5/7/15 152,340 390 EPP 655 . 28 5/7/15 162,660 750 EPP 656 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) T3 linderMade By: CP � KemarKs and/or Distribution:- None cc: Rick Odell <ROdell@coppelltx.gov> Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGara@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mailmholmes@tnpinc.com Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: uyando@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 witlumt 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 neces ly indicative of the quantities of apparently identical or similar products. G • GEOTECHNICAL ENGINEERING E -ENVIRONMENTAL CONSULTING GEE onsultants, Inc. • CONSTRUCTION MATERIALS TESTING 10046 Monroe [Drive Dallas, Texas 75229 0 (214) 3 2-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 7, 2015 Date Concrete Placed: April279, 2015 Standard 6.12- 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.: 183 Contractor: Mels Electric CP Project No.: 214-0144 Concrete Supplier and Plant: LMC Location of Placement: Pier Lights- PI to P7. STA 25+50 to STA 36+15. MATERIALS Source / Description SSD Batch Wts. OBSERVATION DATA (Lbs/CuYd) Date Tested Mix Number: 4045BL Time Sample B tched: 11:34 AM Cement: 7 Time Sampled- 12:15 PM Fly Ash: Sample Locatio Pier Lights- PI to P7. STA Coarse Aggregate: 5/27/15 25+50 to STA 36+15. Intermediate Aggregate: Truck / Ticketo: 5029 /63090606 Fine Aggregate: Temperature: Admixtures: Amb ent Range: 70 OF I Conc ete Range: 76 OF H Slump Range (i ches): 5.0 2 Weather Condit' Sunny Added Water: 0 Time Started: 1 7:00 AM Time Completec: 3:30 PM Sample Air Con -.ent 3.4 Total Cubic Yards Placed: 12.5 RpnidrPt'l 'Ztrpna h (T he len in b AMA Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compresive Strength (Lbt/Sq.ln.) Remarks FPP 705 7 5/6/15 105,840 3,740 FPP 706 28 5/27/15 5.0 FPP 707 28 5/27/15 FPP 708 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinder Made By: CP I Remarks and/or Distribution:- None cc: Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppelltx.gov I Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGar a@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 I 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 receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not Af Reviewed by: the full approval of GEE Consultants, Inc. The 777bur name must ily indicative of the quantities of apparently identical or similar products. * GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING 7E -CONSTRUCTION MATERIALS TESTING =� I , 11111111 11 Tfil 1111111]l 1 1 10046 Monroe Drive Dallas, Texas 75229 •�(214) �32-7433 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Compres ive Strength (Lbit/Sq.1n.) Report Date: May 7, 2015 Date Concrete Placed: April 30, 2015 Standard 6"xl2" 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.: 186 Contractor: CID Builders Inc. Project No.: 214-0144 Concrete Supplier and Plant,- Argos #I 10 Location of Placement: Pavement / Sidewalk FPP 711 MATERIALS Source SSD Batch Wts. Description (Lbs/CuYd) OBSERVAT ON DATA Mix Number: 1273 Time Sample B tched: 11:10 AM Cement: Hold Time Sampled: 12:00 PM Fly Ash: Test Methods Utilized Sample Locatior: 150'N. of Park Entrance, Coarse Aggregate: (Unless Noted Otherwise) Cylinder Made By: BTi S. Bound Intermediate Aggregate: Truck / Ticket0: � 5039 /1606384 Fine Aggregate: Temperature: Admixtures: Ambilent Range: 77 OF I Conc�ete Range: 80 OF Slump Range (i ches): 2.5 2 Weather Conditions: Partly Cloudy Added Water: 0 Time Started- 1 10:00 AM Time Completed: 3:15 PM Sample Air Con,�ent 3.75 Total Cubic s Placed: 30 Qti (1 1— /­ ;_ N. lKnn Specimen Number Measured Slump (in,) Age (Days) Date Tested Total Load (Lbs.) Compres ive Strength (Lbit/Sq.1n.) Remarks FPP 709 7 5/7/15 117,460 4,150 FPP 710 28 5/28/15 2.5 FPP 711 28 5/28/15 FPP 712 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 1 (Unless Noted Otherwise) Cylinder Made By: BTi Remarks and/or Distribution:- None cc: Mr. Rick Odell - City of Coppell via E-mail: ROdell@coppclltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGar, a@coppelltx.gov Mn 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: luyando@cdbuilderspr.com GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bv: All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced witho 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 necess ly indicative of the quantities of apparently identical or similar products # GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING L:E] -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas, Texas 75229 I 0 (214)3 2-5433 0 Fax (214) 352-6972 REPORT OF CONCRETE MIX OBSERVATION Report Date: May 7,'2015 Date Concrete Placed: Apri 30, 2015 Standard 6NI2' 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.: 187 Contractor: Mels Electric, LP Project No.: 214-0144 Concrete Supplier and Plant: LMC #950 Location of Placernent: Light Piers MATERIALS Source / Description SSD Batch Wts. OBSERVATION DATA (Lbs/CuYd) Age (Days) Mix Number: Time Sample Bitched: 12:30 PM Cement: Time Sampled: 1:45 PM Fly Ash: Sample Locatio i: Median 100' NE. of Park Coarse Aggregate: Entrance Intermediate Aggregate: Truck / Ticket o: 9102 /62508922 Fine Aggregate: Temperature: Admixtures: Am ent Range: 80 OF Con rete e Range: 86 OF Slump Range (inches): 2.5 2 Weather Condit on di 11l'ons: Partly Cloudy Added Water: 0 Time Started: 10:00 AM Time Complete3:15 PM Sample Air Co tent 3.0 Test Methods Utilized Total Cubic Ya ds Placed: 6 ASTM C-31, C-39, C-143 D- - Q ­JA, /T t- I— -A � AAA/ Specimen Number Measured Slump (in.) Age (Days) Date Tested Total Load (Lbs.) Compre sive Strength (L s./Sq.1n.) Remarks FPP 713 7 5/7/15 99,820 3,530 FPP 714 28 5/28/15 2.5 FPP 715 28 5/28/15 FPP 716 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) FCylinde s Made By: BT Kerriarks 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: Mkh. a@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E -mai: mbolmes@tnpinc.com Mr. Francisco Luyando - CDI Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.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 receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not Reviewed by: t,,_/ , .1 approval of GEE Consultants, Inc. The use of our name must licative of the quantities of apparently identical or similar products.