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ST0502A- LR150312iNICAL 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. 84 (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: March 11, 2015 Report Date: March 13, 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 Compaction (%) (Lbs./cu.ft.) Content 6 Gabion Wall 4, Row 5, Stage 2, 1" Lift (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 103.1 17.2 5. Orange Brown Sand w7/ 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) 6Gabion Wall 1, Row 1, Stage 2, 3" Lift 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. V. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 10. Dark Gr. Silty Clay (Cem.Treated) 101.1 24 11. Dark Ili -own Clay -,v/ Organics (Cent. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 13.1'an & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) Test No. Material No. Prot le Depth (inches) Location Elevation (and/or) Lift In -Place Dry Density (Lbis/CuXt.) In -Place Moisture Content Percent Compaction (%) 455 4 6 Gabion Wall 4, Row 5, Stage 2, 1" Lift 106.7 17.2 97.0 456 5 6 Gabion Wall 4, , Row 5, Stage 2, 2 ad Lift 114.9 14.6 99,5 457 1 6 Gabion Wall 1, Row 1, Stage 2, 1" Lift 103.1 17.2 95.8 458 2 6 ' Gabion Wall 1, Row 1, Stage 2, 2"' Lift 100.2 '22.4 95.5 459 2 6Gabion Wall 1, Row 1, Stage 2, 3" Lift 102.8 21.2 98.0 cc: Mr. Rick Odell - Rodell@pcoppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-3104-3679-, via E-mail: MGarza 0acoppelltx.gov Z� Mr. Mitch Holmes - 'Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmesgtripiric.com Mr. Francisco LILlyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: flLlyando c cdbuilderspr.com GEE Consultants, Inc. TBIIE Firm: F-3212 Reviewed by: All leners 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 GEF 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. INICAL ENGINEERING VIRONMENTAL CONSULTING L!�j 1 1111- 1 - 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. 85 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: March 12, 2015 Report Date: March 13,'2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -21% to -4-51!/t. Method: ASTM D6938 D698 Page I of I 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 (,Nlix) 107.6 18.3 2. Dark Brown Sandy (.'Jay 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 101.3 17.6 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) 6 Gabion Wall 1, Row 4, Stage 2, 2d Lift, In 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand %/ 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. 98.1 21.8 Treated) 97.5 12. Flexible Base 127.0 5.8 13.1'an & 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: VlGarza(i�)coppelltx.gov Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-3 12-4205, via E-mail: mholmes@,tripine.com Mr. Francisco LAIyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyandogcdbuilderspr.corn GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ( All letters and reports are for the exclusive use of the client to wliorn they are addressed and shall not be reproduced without the full approval ofGIFE Consultants, In, 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 Probe Location /Elevation (and/or) Lift In -Place In -Place Percent Test No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) 460 2 6 Gabion Wall 1, Row 4, Stage 2, I'Lift , In 101.3 17.6 96.6 Front of Pier I -K 461 2 6 Gabion Wall 1, Row 4, Stage 2, 2d Lift, In 107.1 17.3 102.1 Front of Pier 1-I 462 2 6 Gabion Wall 1, Row 4, Stage 2, 3" Lift, 1023 20.1 97.5 Between Pier I -Ii and I -G cc: Mr. Rick Odell - Rodell@coppelltx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-3679, via E-mail: VlGarza(i�)coppelltx.gov Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-3 12-4205, via E-mail: mholmes@,tripine.com Mr. Francisco LAIyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyandogcdbuilderspr.corn GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ( All letters and reports are for the exclusive use of the client to wliorn they are addressed and shall not be reproduced without the full approval ofGIFE Consultants, In, 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 A- - 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. 86 (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: March 16, 20115 Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location l 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 Cray Clay 100.8 22.0 4. Dark Br, Sand w/ Red Clay Balls & 110.0 14.6 Organics 104.0 21.8 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 Gabion Wall Backfilll, Row 2, Stage 2, 2 d 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.'Freated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 98.2 L_ 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Ro(iell@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 Luyardo - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyaildo@cdbuilderspr.com GEE Consultants, Inc. 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 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 Probe Location l Elevation (and/or) Lift In -Place In -Place Percent Test No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content 463 2 6 Gabion Wall Backfill 1, Row 2, Stage 2, 1 104.0 21.8 99.1 Lift, 5'W. of Bridge 464 2 6 Gabion Wall Backfilll, Row 2, Stage 2, 2 d 103.2 19.2 98.4, Lift, 10'W. of Bridge 465 2 6 Gabion Wall Backfill 1, Row 2. Stage 2, ,, d 103.0 18.7 98.2 L_ Lift, 10' W. of Bridge -G cc: Mr. Rick Odell - Ro(iell@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 Luyardo - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyaildo@cdbuilderspr.com GEE Consultants, Inc. 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 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 ENG1INEERING • ENVIRONMENTAL CONSULTING E I -CONSTRUCTION MATERIALS TESTING M10-1 10046 Monroe Drive a Dallas, Texas 75229 • {214) 352-5433 # Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 87 (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: March 16, 2015 Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% 11 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 Bi -own Clay w/ Organics (Cem. Treated) 12. Flexible Base 13. Tan & Gray Crushed LS & Fragments (Flexible Base) 107.6 104.9 100.8 110.0 115.5 144.5 100.9 105.0 109.3 101.1 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 21.8 5.8 7.2 cc: Mr. Rick Odell - Rodell(j��,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 Material Probe Location / Elevation (and/or) Lift in -Place In -Place Percent TestN Test No. 0' No. Depth Dry Density Moisture, Compaction (inches) (Lbs/Cu.Ft.) Content 46 460 8 6 Station 154-00, Pavement, Northbound, 105.2 16.6 100.2 r46 Inside Lane 7 10 6 Station 14+50, Pavement, Northbound, 98.0 22.1 96.2 Outside Lane 468 8 6 Station 134-00, Pavement, Northbound, 102.1 18.5 97.2 Inside Lan 469 10 6 Station 124-50, Pavement, Northbound, 100.7 22.4 99.6 Outside L ane cc: Mr. Rick Odell - Rodell(j��,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 April 1, 2015 Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via F-rnail: fluyando@cdbuilderspr.com Itants, Inc. TBPE Firm: F-3212 Reviewe( 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 ofGFE 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. 87. Page 2 of 2 G1 -GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING E I -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. 88 (214-0142) Client: City of Coppell Project: Freeport Park"ay from Sandy Lake Road to Ruby Road Test Date: March 19, 2015 (AM) Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% 1 Method: ASTM D6938 D698 Page I of I Material Description Maximum Optimum Location l Elevation (and/or) Lift Dry Density Moisture Percent (Lbs./cu.ft.) Content Depth (Percent) 1. Light Br. Sand w/ Dark Cray Clay (Mix) 107.6 18.3 2. Dark Bi -own Sandy Clay w/ Organics 104.9 19.0 3, Dark Cray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics 16.6 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 R 1 reated) 6 Gabion Wall I Backfill, Row 3, Stage 2, 2n, 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.1'reated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 100.1 12. Flexible Base 127.0 5.8 13.'I'an & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Roclell@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 k - GEE Consultants, Inc. TBIPE Firm: F-3212 Reviewed by: _" -.7 k� 'r ­__ 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 or 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. Materials Probe Location l Elevation (and/or) Lift In -Place, In -Place, Percent Test No. I No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) 470 2 6 Gabion Wall I Backfill, Row 3, Stage 2, 1 sr102.2 16.6 97.4 Lift, 15'W. of Bridge 471 2 6 Gabion Wall I Backfill, Row 3, Stage 2, 2n, 103.0 22.1 98.2 Lift, 15'W. of Bridge 472 2 6 Gabion Wall I Backfill, Row 3, Stage 2, 3`d 105.0 18.5 100.1 Lift, 10'W. of Bridge cc: Mr. Rick Odell - Roclell@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 k - GEE Consultants, Inc. TBIPE Firm: F-3212 Reviewed by: _" -.7 k� 'r ­__ 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 or 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. 89 (214--0142) Method: ASTM D6938 D698 Page I of I Client: City of Copped Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: March 19, 2015 (PM) Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5'1/0 Material description Maximum Optimum Location l Elevation(and/mr) Lift Dry Density Moisture Percent Compaction (Lbs./cu.ft.) Content 6 Station 10+00, Pavement, Southbound, Inside Lane (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 Cray Clay 100.8 22.0 4. Dark Br. Sand w/ Red Clay Balls& 110.0 14.6 Organics 98.5 23.5 S. 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) Station 6+00, Pavement, Southbound, Station Lane Lane 8. R. Br. Sandy Clay (Cement "Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) P m: e St tio - Southbound, 50: a:v:e nt Station 614 50, Pavement, t j L utside L:ane Outside 98,12 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) Test No. Material No. Probe Depth, (inches) Location l Elevation(and/mr) Lift --in--Place Dry Density (Lbs/Cu.k) In -Place Moisture Content Percent Compaction 473 10 6 Station 10+00, Pavement, Southbound, Inside Lane 98.0 24.0 96.9 474 10 6 0 , PavemeI nt, SouthbQund, Station 10+20, Outside Lane 102.0 23.0 , 100.9 6 Station R+oo, Pavement, Southbound, inside Lane 98.5 23.5 97.4 475 10 6 Station 8+50, Pavement, Southbound, Outside Lane 99.3 23.8 98.27 476 10 Station 6+00, Pavement, Southbound, Station Lane Lane 96.4 23.8 95.4 477 to 6 P m: e St tio - Southbound, 50: a:v:e nt Station 614 50, Pavement, t j L utside L:ane Outside 98,12 242 97.1 478 10 6 , City of Coppell April 1, 2015 Test No. Material No. Probe Depth (inche3) Location / Elevation (and/or) Lift In -Place — Dry Density (Lbs/Cu.Ft.) In -Place Moisture Content (%) Percent Compaction (%) 479 1 1 6 Station 4+70, Pavement, Southbound, 97.6 20.4 99.5 Inside Lane 480 IL1 6 'Station 4+50, Pavement, Southbound, Outside Lane 95.1 20.7 96.9 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 ofGEE Consultants, Inc. ]'he USC 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. 89. Page 2 of 2 G -GEOTECHNICAL ENGINEERING 7 E ENVIRONMENTAL CONSULTING , _lL - GEE Consultants, Inc. T- CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 90 (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: March 20, 2015 Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +51/o Material Description Maximum Optimum Locatiou/ Elevation (and/or) Lift Dry Density Moisture No. (Lbs./cu.ft.) Content Dry Density (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 482 4 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 Gabion Wall I Backfill, Stage 2, Row 4, 10' 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 - Rode]I@coppelttx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-31679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.coni 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. Material Probe Locatiou/ Elevation (and/or) Lift In -Place Test No. No. Depth Dry Density (inches) (Lbs/Cu.Ft.) 481 4 6 Gabion Wall I Backfill, Stage 2, Row 4, 5' 107.0 W. of Bridge, I" Lift 482 4 6 Gabion Wall I Backfill, Stage 2, Row 4, 5' 105.1 W. of Bridge, 2 nd Lift 483 2 6 Gabion Wall I Backfill, Stage 2, Row 4, 10' 107.5 W. of Bridge, 3rd Lift cc: Mr. Rick Odell - Rode]I@coppelttx.gov Mr. Michael Garza - City of Coppell, Phone: 972-304-31679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Holmes -Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.coni 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. G * GEOTECHNICAL ENGINEERING E• ENVIRONMENTAL CONSULTING GEE Consultants, Inc. CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive w Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 91 (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: March 24, 2015 (1:00 PM) Report Date: April 1, 20115 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 113.0 13.1 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 Silt), Chiv (Cement 100.9 19.5 Treated) 6 Gabion Wall 2 Backfill, Stage 2, Row 1, 2"d 8. R. Br. Sandy Clay (Cement Treated). 105.0 19.7 9. V. 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) 105.5 1 12. Flexible Base 127.0 5.8 13. Tan & Gray Crashed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - Rodi,-Il@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: i" A4x 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 ofour 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, Probe= Location / Elevation (and/or) Lift 16 -Place In -Place Percent Test No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) (%) 484 4 6 Gabion Wall 2 Backfill, Stage 2, Row 1, 1" 113.0 13.1 102.7 Lift, Between Piers 1-1 and 1-J 485 4 6 Gabion Wall 2 Backfill, Stage 2, Row 1, 2"d 109.5 15.0 99,5 :Lift, Between Piers 1 -1 and S I -J 486 4 6 = Gabion Wall 2 Backfill, Stage 2, Row 1, 3`d 116.0 14.9 105.5 1 Lift, 10'W. of Bridge I cc: Mr. Rick Odell - Rodi,-Il@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: i" A4x 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 ofour 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. (; I . GEOTECHNICAL ENGINEERING E - ENVIRONMENTAL CONSULTING CSE onsultants, Inc. [:E] * CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 92 (214-0142) Method: ASTM D6938 D698 Page I of I Client: City of Coppell Project: Freeport Parkmay from Sandy Lake Road to Ruby Road 'rest Date: March 24, 20115 (5:30 PM) Report Date: April 1, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Cipt. Moisture Content -2% to +5'Vo Material Description Maximum Optimum Location / Elevation (and/or) Lift Dry Density Moisture Percent Compaction (Lbs./cu.ft.) Content 11 6 (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 20.0 97.7 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) 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) Material M Material N a 7o T I Probe Depth (inches) Location / Elevation (and/or) Lift In -Place Dry Density (Lbs/Cu.Ft.) In -Place Moisture Content (%) Percent Compaction Test No. 487 11 6 Station 2+20, southbound, Inside Lane 93.6 20.5 95.4 488 11 6 Station 24-50, Southbound, Outside Lane 94.2 21.4 96.0 6 Station 44-00, Southbound, Inside Lane 95.8 20.0 97.7 489 11 Station 4+50, Southbound, 0):ut:sid:eL:an:e � 21,1 956 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@cdbuilderqpr.com GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed bv: 711 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 narne 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. C; I - GEOTECHNICAL ENGINEERING E -ENVIRONMENTAL CONSULTINGLs- LE• CONSTRUCTION MATERIALS TESTING GEE Consultant, Inc. 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 REPORT OF IN -P'LAC'E DENSITY AND MOISTURE OF SOIL Density Report No. 93 (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: March 27, 201',5 Report Date: April 1, 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 De I pth (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 110.6 18.1 5. Orange Brown Sand w/ (lay 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 Gabion Wall 2, Row 2, Stage 2, 2n' Lift, 10' S. R. Br. Sandy (lay (Cement Trea ted) 105.0 19.7 9. V. 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) 100.1 12. Flexible Base 127.0 5.8 13. Tan & Gray Crushed LS & Fragments 132.2 7.2 (Flexible Base) cc: Mr. Rick Odell - RodeII@coppeIltx.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:_ 4 All letters and reports are for the exclusive use of the client to whore they are addressed and shall not be reproduced witKut 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 Probe Location / Elevation (and/or) Lift I In -Place In -Place Percent Test No. No. De I pth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content 491 1 6 = Gabion Wall 2, Row 2, Stage 2, 1 Lill, 5' 110.6 18.1 102.8 W. of Bridge 492 1 6 Gabion Wall 2, Row 2, Stage 2, 2n' Lift, 10' 109.8 17.7 102.0 W. of Bridge 493 1 6 Gabion Wall 2, Row 2, Stage 2, ,d Lift, 20' 107.7 17.8 100.1 W. of Bridge cc: Mr. Rick Odell - RodeII@coppeIltx.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:_ 4 All letters and reports are for the exclusive use of the client to whore they are addressed and shall not be reproduced witKut 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,