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ST0502A- LR150519 (2)iNICAL ENGINEERING VIRONMENTAL CONSULTING # CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 94 (214-0142) Method: ASTM D6938 D698 Page I of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 1, 2015 Report Date: May 19, 20115 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% 1 Material Description Maximum Optimum _4�4fla6i' Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 7.4 96.3 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Ro(lell@coppelltx.gov MW 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. 7 77777', _4�4fla6i' )Ifs; ,Percent '-",,- xcpl 16 . M ore," olst opappo m n (Lhs(CuXt.), C o rile 40 494 6 4 Driveway 1, Backfill, STA 9+90 139.1 7.4 96.3 STA 139J, _6. 9 96.3 cc: Mr. Rick Odell - Ro(lell@coppelltx.gov MW 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. 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 OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 95 (214-0142) Method: ASTM D6938 D698 Page I of 1 Client: City of Coppell Project: Freeport Parkin+ay from Sandy Lake Road to Ruby Road Test Date: Apri12, 2015 Report Date: May 19, 20115 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum 1,ocationl Elevation (andior,) Ltft Dry Density Moisture Percent :. (Lbs./cu.ft.) Content l rt (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 137.8 4.7 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 1,.: i ec l) a(Ie, N rtlitaotll do Elitckfill, Station 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. V. Br Sand w/ Clay Balis (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 1.1. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 98.8 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Rod[ell@eoppelltx.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. Matertal Probe 1,ocationl Elevation (andior,) Ltft Tn Places rt 1place . Percent :. e (Nu u l rt Dry Denst y Moisture �: Cb cttoo (lbs/Cu.F 0/4 496 6 4 Decel Lane, Northbound, Backfill, Station 137.8 4.7 95.4 32+50 ,49i 1,.: i ec l) a(Ie, N rtlitaotll do Elitckfill, Station 137.9 4.5 95.4 498 12 4'; Decel Lane, Northbound, Inside Lane, 125.9 4.0 98.8 Backfill, Station 28+00 cc: Mr. Rick Odell - Rod[ell@eoppelltx.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. G1 . GEOTECHNICAL ENGINEERING I • ENVIRONMENTAL CONSULTING E I • CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972 Density Report No. 96 (21.4-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: Apri16, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 1 1-MIRM Page 1 of 1 Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - 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: Vi t --... 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 • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. i► 7E* CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas,, Texas 75229 (214) 352-5433 • Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 97 (214-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 7, 20I'_i Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum In�Place Dry Density Moisture fitd� oeh (Lbs./cu.ft.) Content Moisture Compaction (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balis & 110.0 14.6 Organics G btii fall ; R s 3 " d 2" 2"' Left 108x.2 5. Orange Brown Sand w/ Clay Balis 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) frivea , Baclflll, tatii�ti 930 126:5 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) 14latertal Prooe Lrsattort 1 levaon`(andlor) )vift In�Place In -Place Percent " fitd� oeh = 11r lleltsity= Moisture Compaction (r ch ) (Lbs/Cu.Ft.) Content(°o} (ala) 503 1 6 Gabbion Wall 2, Row 3, Stage 2, 1' Lift 103.6 18.3 96.3 X04 1 i G btii fall ; R s 3 " d 2" 2"' Left 108x.2 l & � 100:6 505 13 6 Driveway 6, Backfill, Station 19+10 126.2 6.0 95.5 X06 13 6 ; frivea , Baclflll, tatii�ti 930 126:5 5.8 cc: Mr. Rick Odell - 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 b 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 appro al 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. V • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 REPORT OFIN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 98 (214-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 8, 2015 Report Date: May 19, 201:5 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Dry Density (Lbs./cu.ft.) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 2. Dark Brown Sandy Clay w/ Organics 3. Dark Gray Clay 4. Dark Br. Sand w/ Red Clay Balls & Organics 5. Orange Brown Sand w/ Clay Balls 6. Light Gray Flex Base 7. R. Brown & Dark Gray Silty Clay (Cement Treated) 8. R. Br. Sandy Clay (Cement Treated) 9. Y. Br Sand w/ Clay Balls (Cement Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 11, Dark Brown Clay w/ Organics (Cem. Treated) 12. Flexible Base 13. Tan & Gray Crushed LS & Fragments (Flexible Base) 107.6 104.9 100.8 110.0 11.5.5 144.5 1009 105.0 109.3 101.1 98.1 127.0 132.2 Optimum Moisture Content (Percent) 18.3 19.0 22.0 14.6 13.6 5.4 19.5 19.7 16.0 24.0 21.8 5.8 7.2 cc: Mr. Rick Odell - Rodell@coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Holmes -'i'1 eague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com lwattial ProlttK Locartton)lcvatton-ndtorj Lfit 1nywPlace ; InPlace '', Percent:; Dr DensityVTtristure ; Compaction inehes) (Lis s s/Cu Ft. 'Content (%) (" ) 507 6 6 N, Approach Slab, Bridge, Stage 2, Inside 139.1 6.9 96.3 Lane, 3`d Lift fl AppotllY lab Brldgc ttae ; Inside' wile; City of Coppell May 19, 2015 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. GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 98. Page 2 of 2 • GEOTECHNICAL ENGINEERING E • ENVIRONMENTAL CONSULTING GEE Consultams, Inc. • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 99 (214-0142) Method: ASTM D6938 D698 Page 1 of i Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 8, 2015 (4:30 PM) Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balis 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br, Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 981 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Rode] l@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 City of Coppell May 19,2015 Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 99. Page 2 of 2 G a GEOTECHNICAL ENGINEERING E I* ENVIRONMENTAL CONSULTING E I o CONSTRUCTION MATERIALS TESTING GEE Consultasnt, Inc. -o- - 10046 Monroe Drive Dallas, Texas 75229 9 (214) 352-5433 •o Fax (214) 352-6972 REPORT OF' IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 100 (214-0142) Method: ASTM D6938 D698 Page I of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 10, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content 41r6W lJti tlarll=Elevatiilti(and}66tiit777 (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics (Lbs/CuXf) Content 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 13+70 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem.'I'reated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Rodelll@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 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. a eitaf 41r6W lJti tlarll=Elevatiilti(and}66tiit777 10 -ac P ace, �Percent` Depth", Dry Density, MoIstu Compaction (Lbs/CuXf) Content '/6 515 13 6 Decel Lane, Southbound, Backfill, Station 133.6 7.9 101.1 13+70 "Voou, U6'6'S,thb, ld­, Bal1T1 Sttttlon 127 cc: Mr. Rick Odell - Rodelll@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 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 El * ENVIRONMENTAL CONSULTING GEE Consultants, Inc, LJ # CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF' IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 101 (2141-0142) Method: ASTM D6938 D698 Page I of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 15, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) II 517 13 6 Decel Lane, Northbound, Outside Lane,134.2 5.8 1101.5 II Station 18+30; Last Lift I cc: Mr. Rick Odell - Rode ll@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 • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 102 (214-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 17, 2015 (12:50 PM) Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 1.2. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Ro(lell@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@tnpine.com City of Coppell May 19, 2015 Mr, Francisco Luyado - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com 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. GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 102. Page 2 of 2 G • GEOTECHNICAL ENGINEERING G • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. G • CONSTRUCTION MATERIALS TESTING : 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 103 (214-01.42) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 17, 2015 (1:35 PM) Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture Jilt, (Lbs./cu.ft.) Content 1ti�1'lace Percent (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 523 13 6'; 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) Bike Trail, Station 15+50, Final Lift 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) ' Mien ta# Pco6Lgtn P1eYatio ,(andlor) cc: Mr. hick Odell - Rod[ell@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 Jilt, 1n Place 1ti�1'lace Percent 1 esti o �o �e1; l�ry i�ensaty Moisture Carnp�ct�oii 523 13 6'; Decel Lane, Southbound, Station 2+00, 132.0 5.6 99.9 Final Lift 5 4 1 6 1311 Tr"JI, tafiOt 1 +30� Ftrial rift 106,1 16:8; 98:6 525 5 6 Bike Trail, Station 15+50, Final Lift 110.6 16.0 95.7 l �� �ta�tut� 1+�Iion 9� 30� 1 7 3 7 96 3 y , r, 11t1� 527 13 6' Decel Lane, Northbound, Station 12+40, 128.0 6.2 96.8 Final Lift cc: Mr. hick Odell - Rod[ell@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 City of Coppell May 19, 2015 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: 6�#V�_ 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 simileLr products. GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 103. Page 2 of 2 V • GEOTECHNICAL ENGINEERING G • ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 9 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 104 (214-0142) Method: ASTM D6938 D698 Page l of i Client: City of Coppelt Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 20, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 127.0 5.8 12. Flexible Base 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Rodell@coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@eoppelltx.gov Mr. Mitch Holmes- 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@cdbuilderspr.com 1 GEE Consultants, Inc Reviewed b TBPE Firm: F-3212 '-- "TF letters and name are for the exclusive prior writtenthe client to whom they are addressed and approval. Our letters and reports apply only tlI not be reproduced o the ample tested and/orut the full observed and are al of GEE not necessarilylindicative of The use of our name must receive pp the quantities of apparently identical or similar products. V • GEOTECHNICAL ENGINEERING C • ENVIRONMENTAL CONSULTING GEE CInc. G G • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972 REPORT OFIN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 105 (2141-4142) Method: ASTM D6938 0698 Page 1 of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April23, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 It. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 127.0 5.8 12. Flexible Base 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - 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@mpinc.eom Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com GEE Consultants, Inca TBPE Firn1: 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. G • GEOTECHNICAL ENGINEERING G • 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 106 (214-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: April 27, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Percent Dry Density Moisture 1Vli�tsture ,= (Lbs./cu.ft.) Content u.Ft (LbC.) Content(,!•), (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 5. orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 127 9 61: 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) Mttial lrotMe Lttonl Llevatlon (and/or) Lift In Place In -Place Percent ` t No, N y 1ep1h llry Density 1Vli�tsture ,= oihpaalon 4 . ¢nc+) u.Ft (LbC.) Content(,!•), (I•); 532 13 6 Decel Lane, Drive Way -3, Northbound 127.8 7.3 96.7 Station 11+00 to 11+60, Final Lift 3 13 Del�� c�rtb�11t111rtct Sutton 11)+50r 12 'f: " 5 � 9.3 11111 Llt:;.: 534 13 6 Decel Lane, Southbound Station 10+00, 131.8 5.9 99.7 Final Lift 5 1 De11+20,1777 77777'�- 127 9 61: 96. y 1a11:�t1 536 13 6 Decel Lane, Drive Way -3, Southbound 126.8 5.8 95.9 Station 11+30, Final Lift cc: Mr. Rick Odell - Rc,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 City of Coppell May 19, 2015 Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com 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. GEE Consultants, Inc. Project No. 214-0142 In-place Density Report N 2 Page of 2 V • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. s • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 107 (214-0142) Method: ASTM D6938 D698 Page 1 of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: May 5, 2015 Report Date: May 19, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content (Percent) L Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 1.4.6 Organics 5. Orange Brown Sand w/ Clay Balls 1.15.5 13.6 6. Light Gray Flex Base 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24.0 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 1.2. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - 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: 6 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.