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ST0502A-LR150304- GEOTECHNICAL ENGINEERING E -ENVIRONMENTAL CONSULTING GEE Consultants, Inc. [E ] -CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972 GENERAL REPORT SIEVE, ANALYSIS Report Date: March 4, 2015 Test Date: February 20, 2015 Client: City of Coppell General Report No.: 09 Project: Freeport Pkwv Project No: 214-144 Identification: Sieve Analysis of Road Mixed Material (cement treated) Method of Test: TEX-101-E, Page I of I Results ' S cifications Tex-DZVTItem 275 - 2004 Actual Percent Passmi! Minimum Percent Passi Location P/4" Sieve 374"S`ie`ve­-WT Sieve 134 leve _37F Percent Meve 1. North bound, inside lane STA 24+50 2. North bound, outside lane STA 25+00 3. North bound, inside lane STA 22+50 4. North bound, outside lane STA 23+00 5. North bound, inside lane STA 20+50 6. North bound, outside lane STA 21+50 7. North bound, inside lane STA 18+80 100.0 95.0 79.0 100.0 96.0 68.0 100.0 93.0 62.0 100.0 96.0 68.0 100.0 93.0 74.0 100.0 94:0 75,0 100.0 87,0 63.0 100.0 85.0 60.0 8. North bound, outside lane 100.0 91.0 66.0 STA 19+50 Technician: CP cc: Mr. Rick 0 Dell- City ofCoppell Via E -Mail: R 0 Deli@Coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarzacoppeIItX.g9v Mr. Mitch Holmes - Teague, Nall &_ Perkins, Phone: 432-312-4205; via E-mail: m2olmes( tn mc.co Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cluilderspr.com uilderspr.com 4 /J ? / All letters and reports are for the exclusive use ofthe client towhom they are addressed and shall not be reproduced without the full approval of GH -Consultants, Inc, The u! of our name must re, 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. I_G1 - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. DE • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REINFORCING STEEL PLACEMENT Report Date: February 16, 2015 Test Date: December 1, 2014 Client: City of Coppell General Report No.: 85 Project Freeport Pkwy Project No.: 214-144 Identification Reinforcing Steel Observation Method of Test Visual Observation Page I of I Results On December 1,2014 reinforcing steel was observed at the following locations: The following discrepancies were noted and called to the attention of Alejandro a representative of CDBuilders- 1. Clean the bottom area 2. Missing rebar S1 for the section through typical rail post. The above discrepancy No. 2 was not corrected as noted. Technician: CP cc: Mr. Rick 0 Dell- City ofCoppell Via E -Mail: R Dell@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, Ine. TBPE Firm: F-3212 Reviewed by. 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 out 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. EG - GEOTECHNICAL ENGINEERING E -ENVIRONMENTAL CONSULTING GEE Consultants, Inc. ::E] - CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972 TIE -BACK ANCHOR OBSERVATION REPORT Report Date: =,ff 175 Inspection Date: ------()—Ctober 20, 20r4_ Client: City of Coppell Report No. 09 Project: Freeport Pkwy Pent. Depth Identification: Straight: Shaft Tieback Project Number: 214-144 Method of Test: Visual Observation Page: I of I Tieback Shaft Depth to Rcq'd. Actual Total Bearing Casing Remarks 4 Size Bearing Pent. Pent. Depth Material Depth Strata G4 -R2 -Dry, 6" 20' 20' '01 20' Dark Gray Shale N/A Clean G G4 -R2- 6" 20' 0' 20' 201 20' Dark Gray Shale N/A Dry, Clean H G4 -R2-1 6" 0' V2 20' 201 20' Dark Gray Shale N/A Dg, Clean G4_R2-J 6'1 20'i 20' 20' 201 20' Dark Gray Shale N/A Dry, Clean G4 -R2- 6" 20' 20' 201 20' Dark Gray Shale N/A Dry, Clean, K G4 -R2- 6" 20' 20' 201 20' Dark Gray Shale N/A Dry, Clean L G4 -R2- 6" 20' 20' 201 20' Dark Gray Shale N/A Dry, Clean M G4 -R2- 6" 20' 20' :20, 20' Dark Gray Shale N/A Wet, Clean N -- G4 -R2- 6" 20' 20' 20' Dark Gray Shale N/A Wet, Clean Notes: cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell@CoppeIltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: VIGarzacbcoppelltx-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 t ;EE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 GENERAL REPORT SIEVE ANALYSIS Report Date: Feburary 27,2015 Test Date: December 2, 2014 Client: City of Coppell General Report No.: 07 Project: Freeport Pk"y Project No: 214-144 Identification: Sieve Analysis of Road Mixed Material (cement treated) Method of Test: TEX- 10 1 - E Page I of I Results Specifications Tex-DZVT' Item 275 - 2004 Actual Percent PMMinimum Percent Passing Location 11/4" Sieve 3/4"Sieve e 1 4" Sieve 3/4" Stieve 144 Sieve 1. South bound, outside lane 100.0 94.4 65.4 100.0 85.0 60.0 STA 10+10 2. South bound, outside lane 100.0 95.0 81.7 STA 12+00 3. South bound, inside lane 100,0 96.6 68.1 STA 10+50 4. South bound, inside lane 100.0 92.5 67.5 STA 12 +50 5, North bound, inside lane 100.0 93.0 61.6 STA 8+70 6. North bound, outside lane 100.0 95.4 68.0 S'FA 8+90 7. North bound, inside lane 100.0 97.0 69.0 STA 10+50 8, North bound, outside lane 100.0 95.8 71.2 STA 10+70 9. North bound, inside lane 100.0 94.8 66.4 STA 12+20 10. North bound outside Jane 100.0 97.1 69.7 STA 12t-10 Technician: CP cc: Mr. Rick 0 Dell- City of Coppell Via E -Mail: R 0 Dell (c)Xoppelltx.gov Mr. Michael Garza - City cl Coppell, Phone: 972-304-3679; via E-mail: MGarza ('coppelltx.gov Mr. Mitch Holmes -Teague, Nall& Perkins, Phone: 432-312-4205; via E-mail: mnlolmes&tn 'nccom 1 11 via E-mail: fluvandoa,�S�Ilw 1dQTs`1V-q#M Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207, r X * GEF Cansuiliants, Itile- ME Firm: F-3212 Reviewed h. 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 'ConSUltalltS, Ina The use of our name must receive Out prior written approval. Our letter,; and reports apply only to the sample tested and/ca observed and are not necessarily indicative of the quantities of apparently identical or similar products. i GEOTECHNICAL ENGINEERING LEI_• ENVIRONMENTAL CONSULTING GEEConsultants, Inc. [:E] + CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive + Dallas, Texas 75229 (214) 352-5433 • Fax (214) 352-6972 GENERAL REPORT SIEVE ANALYSIS Report Date: Feburary 27,2015 Test Efate: November 10, 2014 Client: City of Coppell General Report No.: 05 Project: Freeport Pkwy Project No: 214-144 Identification: Sieve Analysis of Road Mixed Material (cement treated) Method of Test: TEX-101-E Page 1 of 1 Results Sp ecificatians Tex-DZVT Item 275 - 2004 Actual Percent Passin Minimum Percent Passing Location 13/4" Sieve leve leve13 leve Leve leve 1. North bound, inside lane 100.0 95.0 62.0 100.0 85.0 60.0 STA 2+70 2. North bound, inside lane 100.0 95.0 70.0 STA 5450 3. North bound, inside lane 100.0 97.4 71.0 STA 8+00 4. North bound, outside lane 100.0 93.0 68.0 STA 2+30 5. North bound, outside lane 100.0 95.0 67.0 STA 4+80 6. North bound, outside lane 100.0 96.0 67.3 STA 7-+-50 Technician: CP cc: Mr. Rick O Dell- City of Coppell Via E -Mail: R O Dell@Coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Elolmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpine.com Mr. Francisco Luyando - CD Builders, Inc„ Phone: 787-688-8207; via E-mail: fluyando(&,cd i ers r.com GEE Consultants, Ine. TBPE Firm: F-3212 Reviewed b `he client to'hotn they are addressed and shall not he reproduce without the full approval of <i[ E. Conuiltants, lna identical ole tm r milaui r iroductscerve All lettcis and tepotts are for the ez4lustea use 01 t our prior written approval, our letters and repotts apply only to the sample tested and/or observed and are not necessarily indicative of the quanutiu of appatend} d E • GEOTECHNICAL ENGINEERING El • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. E • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 GENERAL REPORT SIEVE ANALYSIS Report Date: Feburary 27,2015 Test Date: November 7, 2014 Client: City of Coppell General Report No.: 04 Project: Freeport Pkwy Pr Ject No: 214-144 Identification: Sieve Analysis of Road Mixed Material (cement treated) Method of Test: TEX-101-E Page I of I Results S_ppe cifications Tex-D8Te Item 275 - 2004 Actual Percent Passing Minimum Percent Passin Location 13/4" Sieve leve leve l34 SieveSieve leve 1. South bound, inside lane 100.0 98.0 77.0 100.0 85.0 60.0 STA 15+20 2. South bound, inside lane 100.0 99.0 74.0 STA 13 t70 3. South bound, outside lane 100.0 99.0 72.0 STA 14+70 4. South bound, outside lane 100.0 99.0 75.0 STA 13+20 Technician: CP cc: Mr. Rick O Dell- City of Coppell Via E -Mail: R O Dell@Coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelhx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com Mr. Francisco I_uyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com GEE Consultants, l All letters and reports are for (tie exclusive use of our prior written approval. our letters and r TBPE Firm: F-3212 Reviewed client to whom they are addressed and shall not be reproduced without the full approval of GEF: Consultants, Inc. [tic use of our name must receive ats ripply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. • GlEOTECHNICAI.- ENGINEERING L.. .. ... .. . E ENVIRONMENTAL CONSULTING GEEC)1sultan4s Inc. U51 • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 4. Median crossing north 100.0 100.0 84.8 STA 30+00 5. Driveway 9 median 100.0 93.0 70,0 crossing south bound STA 26+50 6. Driveway 9 clecel lane 100.0 71.0 71.0 median crossing north bound. Technician: CP cc: Mr. Rick 0 Dell -'City of Coppell Via E -Mail: R 0 Dell@Coppelitx.gov Mr. Michael GarZa - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov I Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpine.com Mr. Francisco Euyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyanclo@cclbuilderspncom I ' 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 he reproduced without the full approval of GEE Consultants, Inc, The use of out 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 ot'apparently identical or similar products. GENERAL REPORT SIEVE ANALYSIS Report Date: Feburary 27,2015 Test Date: November 25,2014 Client: City of Coppell General Report No.: 06 Project: Freeport Pkwy Project No: 214-144 Identification: Sieve Analysis of Road Mixed Material (cement treated) Method of Test: TEX-101-1: Page I of I Results S cifications Tex-DZVTe Item 275 - 2004 Actual Percent Passing Location 11/4" Sieve 3/4"'Nieve 94 Sieve Minimum Percent Passin I3/_4"_S_1eve_ 1/4" Sieve € leve 1. Driveway 10 median 100.0 95.2 69.2 100.0 85.0 60.0 crossing south bound S'I'A 33+50 2. Driveway 10 decel lane 100.0 93.8 65.2 Median crossing north bound 3. Median crossing south 100.0 94.4 67.2 bound STA 29+50 4. Median crossing north 100.0 100.0 84.8 STA 30+00 5. Driveway 9 median 100.0 93.0 70,0 crossing south bound STA 26+50 6. Driveway 9 clecel lane 100.0 71.0 71.0 median crossing north bound. Technician: CP cc: Mr. Rick 0 Dell -'City of Coppell Via E -Mail: R 0 Dell@Coppelitx.gov Mr. Michael GarZa - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov I Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpine.com Mr. Francisco Euyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyanclo@cclbuilderspncom I ' 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 he reproduced without the full approval of GEE Consultants, Inc, The use of out 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 ot'apparently identical or similar products.