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ST0502A-LR150129 (2)I V I GEOTECHNICAL ENGINEERING E I -ENVIRONMENTAL CONSULTING E I* CONSTRUCTION MATERIALS TESTING GEE Consultants, 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. 69 (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: January 29, 2015 (am) Report Date: February 25, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location ! Elevation (and/or) Lift Dry Density Moisture Percent (Lbs./cu.ft.) Content Depth (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 106.8 17.7 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) 6 Inside Lane', Northbound, Station 13+50, 1 8. R. Br. Sandy Clay (Cement Treated) 1.05.0 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 11. Dark Brown Clay w/ Organics (Cem. Treated) 12. Flexible Base 127.0 5.8 Ce: 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, Nail & 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: niers 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. Material' robe Probe" Location ! Elevation (and/or) Lift In -Place In Place Percent Test No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft,) Content (°lo} (%) 1 6 Inside Lane, Northbound, Station 13+50, 106.8 17.7 99.3 2nd Lift L939 5 6 Inside Lane', Northbound, Station 13+50, 1 118,7 i'4,7 1Q2.8' Lift' Ce: 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, Nail & 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: niers 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. 1NICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 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. 70 (214-0142) Method: ASTM D6938 D698 Page I of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: January 29, 2015 (pm) Report Date: February 25, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. �� Moisture Content -2% to +5% Material Description 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 Maximum Optimum Dry Density Moisture (Lbs./cu.ft.) Content Percent Compaction M (Percent) 107.6 18.3 104.9 19.0 100.8 22.0 110.0 14.6 115.5 13.6 144.5 5.4 100.9 19.5 105.0 19.7 109.3 16.0 101.1 24 127.0 5.8 Test No. Material' No. . Probe Depth',, (inches) Location / Elevation (and/or) Lift Id -Place ' Dry Density (Lbs/Cu.Ft) In -Place Moisture Content (°/a) ' Percent Compaction M 397 I 6 Sanitary Sewer, Station 12+00, I st Lift 108.5 17.4 100.8 398 1 6 Sanitary "Sewer,: Station 12+00, 2nd Lift 104.8 17.6 97.4 399 1 6 Sanitary Sewer, Station 12+00, 3rd Lift 1.04.0 19.9 96.7 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: :tters 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 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. 'INICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 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. 71 (214-0142) Method: ASTM D6938 D698 Page I of 1 Client: City of Coppelt Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: February 2, 2015 Report Date: February 25, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. II Moisture Content -2% to +5% Material Description Maximum Optimum Location / Elevation (and/or)Lift Dry Density Moisture Percent (Lbs./cu.ft.) Content Depth', (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 103.6 22.1 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) ablcnVall 1, Stage 2, Row 1,:,5, West of 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 ll. Dark Brown Clay w/ Organics (Cem. Gabion Wall 1, Stage 2, Row 1, 5' West of 102.2 Treated) 95.0 12. Flexible Base 127,0 5.8 Ce: 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@tnpina.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: tters 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 rec 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. Material ' Probe Location / Elevation (and/or)Lift Ind -Place ' In -Place Percent Test No. No. Depth', Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) 400 1 6 Gabion Wall 1, Stage 2, Row 1, 5' West of 103.6 22.1 96.3 Pier 1-K, I' Lift ablcnVall 1, Stage 2, Row 1,:,5, West of 108,4 21,4 100,7 Piet 1-K, 20d swift` 402 1 6 Gabion Wall 1, Stage 2, Row 1, 5' West of 102.2 21.2 95.0 Pier 1-K, 3`d Lift 403 -J 1 6 Gabion Wall 1, Stage 2', Row 2, Between 103.4 19:7 96.1 Piers 1-K and 1-J, 4th Lift Ce: 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@tnpina.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: tters 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 rec 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 I • GEOTECHNICAL ENGINEERING E_l • ENVIRONMENTAL CONSULTING GEE Consultants, Inc. J1• CONSTRUCTION MATERIALS TESTING 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. 72 (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: February 2, 2015 Report Date: February 25, 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 11. Dark Brown Clay w/ Organics (Cem. Treated) 12. Flexible Base 127.0 5.8 404 I 6 Gabion Wall I, Stage 2, Row 2, Between( 107.2 18.1 99.6 Pier 1-K and I -J, 1st Lift 406 I 4 I 6 I Gabion Wa11 1, Stage 2, Row 2, In front ofI 110.7 Piers, 3rd Lift cc: Mr. Rick Odell - Rodell@coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelitx.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: " otters 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 OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 73 (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: February 3, 2015 Report Date: February 25, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. �� Moisture Content -2% to +5% Material Description Maximum Optimum Location / Elevation (and/or) Lift Dry Density Moisture Percent (Lbs./eu.ft.) Content Depth' (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 115.4 12.2 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) 6 Power Lane, Station, 21+30, Northbound, 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand rd/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. Power Lane, Station 21+30, Northbound, 112.0 Treated) 97.0 12. Flexible Base 127.0 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 by: niers 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 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. Material Probe Location / Elevation (and/or) Lift In -Place In -Place Percent Test No. No. Depth' Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) M 407 5 6 Storm Drain, Line C1, 10' West of Inlet, 1g` 115.4 12.2 99.9 Lift 408 5 6 Power Lane, Station, 21+30, Northbound, 111.0 12.0 96.1 I" Lift 409 5 6 Power Lane, Station 21+30, Northbound, 112.0 12.1 97.0 2nd Lift 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: niers 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 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. VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 74 (21.4-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: February 4, 2015 Report Date: February 25, 2015 Required Density (%): Min. 95% Required Moisture (%): General, Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location I E(evation',(and/or) Lift Dry Density Moisture Percent (Lbs./cu.ft.) Content Depth (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 119.1 13.7 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) 6 Outside Large, Northbound, Station 14+00 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand rv/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. Gabion Wall 4, Row 1, Stage 2, 2nd Lift 103.7 Treated) 96,4 413 "" 12. Flexible Base 127.0 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 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. Probe Location I E(evation',(and/or) Lift In -Place : In -Place Percent I'Material' 'rest No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft) Content 410 5 6 Inside Lane, Northbound, Station 14+00, 119.1 13.7 103.1 Final Lift 411 5 6 Outside Large, Northbound, Station 14+00 114,3 ' 14.7 99,0 Final Lits 412 1 6 Gabion Wall 4, Row 1, Stage 2, 2nd Lift 103.7 17.3 96,4 413 "" 1 6 = Gabion Wall 4, Row 1, Stage 2, 1 Lift 1 I I.0 " "16.7 103.2 414 5 6 Gabion Wall 4, Row 1, Stage 2, 3rd Lift 116.1 13.3 100.5 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: 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 VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, 10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 75 (214-0142) Method: ASTM D6938 D698 Page 1 of 1 Client: City of Coopell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: February 9, 2015 (am) Report Date: February 25, 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 11. Dark Brown Clay w/Organics (Cem. Treated) 12. Flexible Base 127.0 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 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, nc The use of our name must rec 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.