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ST0502A-LR150205V I -GEOTECHNICAL ENGINEERING E I -ENVIRONMENTAL CONSULTING -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. 41 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: October 27, 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page 1 of 1 Material Description Maximum Optimum Location / Elevation (and/or) Lift Dry Density Moisture Percent - Compaction (%) (Lbs./cu.ft.) Content 6 Driveway, Station 32+90, Subgrade, 1St 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 105.5 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) 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. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material No. Probe Depth (inches) Location / Elevation (and/or) Lift In -Place Dry Density (Lbs/Cu.Ft.) In -Place Moisture s' Content (%) Percent - Compaction (%) 278 6 6 Driveway, Station 32+90, Subgrade, 1St Lift 120.1 4.4 83.1 279 6 6 Driveway, Station 33+30, Subgrade, I" Lift 121.3 4.5 83.9 '* 280 4 6 Sidewalk, Station 36+30, Subgrade, I" Lift 105.5 12.2* 95.9 281 4 6 Sidewalk, Station 34+30, Subgrade; I" Lift 96.7 8* 87.9 '* tNUec. 1 CSL resuus ao not meet the project specifications. cc: Mr. Rick Odell - Rodell@coppelltx.gov Mr, Michael Garza City ofCoppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholirres@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 fall 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 quantifies of apparently identical or sundar products. -INICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, 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. 42 (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: October 28, 2014 (pm) Report Date: February 5, 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 104.6 12.1 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) 6 Sidewalk, Southbound, Station 35+00, Subgrade 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. 98.1 21.8 Treated) 95.9 12. Flexible Base 127.0 5.8 Test No. Material Probe' Location / Elevation (and/or) Lift In -Place In Place Percent No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) (%) 282 4 6 Sidewalk, Southbound, Station 36+00, Subgrade 104.6 12.1 95.1 15` Lift 283 4 6 Sidewalk, Southbound, Station 35+00, Subgrade 106.3 13.4 96.6 1" Litt 284 4 6 Sidewalk, Southbound, Station 33+50, Subgrade 105.5 13.8 95.9 151 Lift 285 6 4 Driveway, Southbound, Station 32+90, 138.8 6.2 96.1 Subgrade 1" Lift 286 6 4 Driveway, Southbound, Station 33+30, 142.2 6.4 98.4 Subgrade I" lift 287 4 6 Sidewalk, Southbound, Station' 32+30, Subgrade 105.6 12.2 96.0 I" Lift cc: Mr. Rick Odell - Rodell@coppeiltx.gov coppelltx.gov City of Coppell February 5, 2015 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 ieproduced without the full approval of GEE Consultants, Inc. The use of our name must receive our prior written approval. Our fetters 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. 42. Page 2 of 2 G I • GEOTECHNICAL ENGINEERING * ENVIRONMENTAL CONSULTING E I • CONSTRUCTION MATERIALS TESTING GEE Consultants, 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. 43 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: October 29, 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page I of 1 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 1 12.4 15.3 5. Orange Brown Sand w/ Clay Halls 115.5 13.6 6. Light Gray Flex Base 144,5 5.4 7. 12. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Treated) 6 Gabion Wall 4, Stage 1, Row 3, 15'W ofPier 8. R. Be. 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. 98,1 21,8 Treated) 98.7 12. Flexible Base 127.0 5,8 Test No. Material Probe Location / Elevation (and/or) Lift In -Place In -Place `� Percent No. Depth' Dry Density Moisture Compaction (inches)(Lbs/Cu.Ft.) Content (%)' (%) 288 4 6 Gabion Wall 4, Stage 1, Row 3, 10' W of Pier 1 12.4 15.3 102.2 4A, I" Lift 289 4 6 Gabion Wall 4, Stage 1, Row 3, 15'W ofPier 106.8 15.6 97.1 4A 2ad Litt 290 4 6 Gabion Wall 4, Stage 1, Row 3, 20'W of Pier 108.6 18.7 98.7 4A, Yd 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@tnpine.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: Tetters 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 riot necessarily indicative of the quantities of apparently identical or similar products. • GEOTECHNICAL ENGINEERING E • ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING 1 10046 Monroe Drive 0 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 44 (214-0142) Client. City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: November 7, 2014 Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to+5% Method: ASTM D6938 D698 Page I of 1 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 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) 15+00 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 104.6 18.6 10. Dark Gr. Silty Clay (Cem: Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 293 12. Flexible Base 127.0 5.8 Test No. Material Probe Location / Elevation (and/or) Lift In -Place In -Place Percent No. Depth; Dry,Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content (%) (%) 291 8 6 Pavement, Southbound, Inside Lane, Station 104.3 19.1 99.3 15+00 292 8 6 Pavement, Southbound, Outside Lane, Station 104.6 18.6 99.6 15+10 293 8 6 Pavement, Southbound, Inside Lane, Station 105.3 18.4 100.3 13+20 294 8 6 Pavement, Southbound, Outside Lane; Station 106.5 19.0 101.513+00 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: fluyan d7bZlMrsrf,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. • GEOTECHNICAL ENGINEERING E I • ENVIRONMENTAL CONSULTING E I • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 9 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 45 (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: November 10, 2014 (pm) Report Date: February 5, 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 Driveway, Station 26+50 (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 115.7 12.0 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 Sidewalk, Subgrade, Station 24+60 8. R. Br. Sandy Clay (Cement Treated) 105,0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 109.7 13.4 10, Dark Cr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 100.1 302 12. Flexible Base 127.0 5.8 Test No. Material i No. , Probe_ Depth' (inches) Location / Elevation (and/or) Lift In -Piave Dry Density (Lbs/Cu.Ft.) In -Piece Moisture Content (%) Percent Compaction (%) 295 6 6 Driveway, Station 26+50 139.4 4.8 96.5 296 6 6 Driveway, Station 26+20 137.8 4.7 95.4 297 5 6 Sidewalk, Subgrade, Station 26+70 115.7 12.0 100.2 298 4 6 Sidewalk, Subgrade, Station 25+90 107.6 14.0 97.9 299 4 6 Sidewalk, Subgrade, Station 24+60 107.0 14.2 97.3 300 5 6 Sidewalk, Subgrade, Station 23+00 109.7 13.4 95.0 301 5 8 Driveway, Subgrade, Station 33+20 115.6 13.4 100.1 302 5 8 Driveway, Subgrade, Station 30+40 111.0 13.0 96.1 cc: Mr. Rick Odell - Roden@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.eom City of Coppell February 5, 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: 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. Tie 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. 45. Page 2 of 2 IN1CAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 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. 46 (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: November 12, 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. (� Moisture Content -2% to +5% Material Description Maximum Optimum Location f Dry Density Moisture (Lbs./cu.ft.) Content Depth' Elevation (and/or) Lift (Percent) 1. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 2. Dark Brown Sandy Clay w/ Organics 1049 19.0 3. Dark Gray Clay 100,8 22,0 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics (Lbs/Cu.Ft.) 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) 2+30 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 93.7 22.6 10. Dark Gr. Silty Clay (C:em. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 305 12. Flexible Base 127.0 5.8 Test No. Material Probe Location f No. Depth' Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content (%) (%) 303 11 6 Pavement, Northbound, Inside Lane, Station 94.3 22.7 96.1 2+30 304 11 6 Pavement, Northbound, Inside Lane, Station 93.7 22.6 95.5 4+50 305 11 6 Pavement. Northbound, Inside Lane, Station 93.9 21.1 95.7 7+50 306 11 6 Pavement, Northbound, Outside Lane, Station 94.2 23.1 96.0 2+80 307 11 6 Pavement, Northbound, Outside Lane, Station 97.7 20.3 99.6 5+20 308 11 6 Pavement, Northbound, Outside Lane, Station 96.5 20.598.4 8+00 City of Coppell February 5, 2015 Co: Mr. KickOdcU-Rode| kx.gov Mr. Michael Garza - City ofCoppe|iPhone: 972-304-3679;vka£-nu|:— 'kx.gov Mr. Mitch Holmes ` Teague, Nall &Perkins, Phone: 432- 12-4205;v(uB-oo/: mholmes@tnpine.com com Mr. Francisco CDBuilders, lncPhone: 787'688'8207 vi E-mail: GEE Consultants, Inc. TBPE Firm: F-321.2 Reviewed bV: Tetters and reports are for the exclusive use ofthe c I ient to whorn they are addressed and shall not be reproduced without tire ful I appi oval ot'!UEE Consultants, Inc . The use of our nanne must ieccive our prior mitten appi oval, Our letter,, and reports apply of) ly to tire sample tested and/or observed and are not necessarily indicative of the quantri ties of apparently identi cal or similar products, GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 46. Page 2 of 2 -INICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 47 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: November 13, 2014 (pm) Report Date: February 5, 201.5 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page 1 of I Material Description Maximum Optimum Location 1 Dry Density Moisture (Lbs./cu.ft.) Content Depth, Elevation (and/or) 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 (Lbs/Cu.Ft.) 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) 6 Gabion Wall 4, Stage 1, Row 4, Station 18+00, 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. 98.1 21.8 Treated) 99.7 12. Flexible Base 127.0 5.8 Test No. Material Probe Location 1 No. Depth, Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content (%) 309 5 6 Gabion Wall 4, Stage 1, Row 4, Station 18+00, 111.1 15.2 96.2' 1" Lift 310 2 6 Gabion Wall 4, Stage 1, Row 4, Station 18+00, 104.6 20.4 99.7 2nd Lift 311 5 6 Gabion Walt 4, Stage 1, Row 4, Station 18+00, 110.1 15.1 95.3 3`d Lift ec: 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.eom GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: 7° " tte s and reports are for the exclusive use, of the client to whorn they are addressed and shall not be re roduced without rhe full approval our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicave of the quantities of apparently identical or sitnilar products. • GEOTECHNICAL ENGINEERING C. I -ENVIRONMENTAL CONSULTING C 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. 48 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: November 18, 2014 (pm) Report Date: February 5, 2015 Required. Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page 1 of 1 Material Description Maximum Optimum Location / Dry Density Moisture (Lbs./cu.ft.) Content Depth : Elevation (and/or) 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 (Lbs/Cu.Ft.); 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) 1" Lift 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 112.5 14.72 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material Probe Location / No. Depth : Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.); Content (%) (%) 312 5 6 Gabion Wall 4, Stage 1, Row 5, Station 18+80, 113.5 14.1 98.2 1" Lift 313 5 6 TGabion Wall 4, Stage 1, Row 5, Station 18+80, 112.5 14.72 Lift cc: Mr. Rick Odell - RodeII@coppeIltx.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@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: Tellers 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. ne. `rhe use f 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, 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. 49 (21.4-0142) Method: ASTM D6938 D698 Page 1 of I Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: November 20, 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location / Dry Density Moisture (Lbs./cu.ft.) Content Depth Elevation (and/or) Lift (Percent) 1. Light tar. 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/Cu.Ft) 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) 6 Side walk, Station 22+50 (Bike Trail) 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. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material Probe Location / No. Depth Elevation (and/or) Lift In -Place In -'lace Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft) Content (%) (°/a) 314 5 6 Side walk, Station 22+50 ('Bike Trail) 116.5 13.1 100.9 315 4 6 Side walk, Station 22+50 (Bike Trail) 108.5 1 13.9 98.6 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 All letters ana reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the tial approval of UEL 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 Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 50 (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: November 24 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Rill - 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 Bike Trail, Station 19+40 (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 130.4 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) 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. 98.1 21.8 Treated) 12, Flexible Base 127.0 5.8 Test No. Material' No. Probe Depth (inches) Location / Elevation (and/or) Lift In -Place ; Dry Density (Lbs/Cu.Ft.) In -Place Moisture Content (%) Percent Compaction (%) 316 5 6 Bike Trail, Station 19+40 112.7 14.1 97.6 317 5 6 " Bike Trail; Station 19+60 110.4 14.6 95.6 318 6 4 Driveway Southbound, Station 20+90 130.4 4.7 95.0 319 6 4 Driveway, Southbound, Station 21+20 140.4 4.8 97.8 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 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. 'tire 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 GEE Consultants, Inc. L_t_J • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drie • Dallas, Texas 75229 (214) 352-5433 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 51 (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: November 25 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. O 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) 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 98.1 21.8 127.0 5.8 320 5 6 Pavement, Northbound Inside Lane, Station 113.8 11.9 98:5 11+50, 1" Lift 321 5 6 Pavement, Northbound, Outside Lane, Station 114.3 l 1.9 98.9 5+50, 1" Lift 322 4 6 Pavement, Northbound, Inside Lane, Station 107.5 12.7 97.5 12+50, 1" Lift 323 4 6 Pavement, Northbound, Inside Lane, Station 105.2 13.0 95.7 12+50, 211d Lift r324 4 8 Pavement, Northbound, Outside Lane, Station 107.8 12.5 98.0 12+50, 1" Lift City of Coppell February 5, 2015 Test:No. Material Probe Location / No. Depth Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content 326 8 6 Median, Southbound, Station 29+50 (Cement 99.9 18.6 95.1 Treated) 327 8 6 Median, Northbound, Station 30+00 (Cement 101.5 19.3 96.7 Treated) 328 7 6 Driveway, Deceleration Lane, Median Crossing, 99.6 19,9 98.7 Station 32+50 329 7 6 Driveway, Median Crossing, Southbound, 97.8 26.4 96.1 Station 33+50 330 7 6 Driveway, Median Crossing, Southbound, 102.3 8.8 101.4 Station 26+50 331 7 6 Driveway, Median Crossing, Northbound, 103,8 19.1 102.9' Station 25+50 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 oar name must receive out- 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 m similar products. GEE Consultants, Inc. Project No. 214-0142 In-place Density Report No. 51, Page 2 of 2 -INICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 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. 52 (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: December 2 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location / Dry Density Moisture (Lbs./cu.ft.) Content Depth; Elevation (and/or) 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 (Lbs/Cu.Ft.) 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) Station 9+00 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 97.3 20.1 10. Dark Gr. Silty Clay (Cem. Treated) 1011 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 334 12. Flexible Base 127.0 5.8 Test No. Material ; Probe Location / No. Depth; Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content (%) (%) 332 9 6 Pavement Subgrade, Northbound, Inside Lane, 96.3 20.3 97.7 Station 9+00 333 9 6 Pavement Subgrade, Northbound, Outside Lang:, 97.3 20.1 98.7 Station 8+80 334 8 6 Pavement Subgrade, Northbound, Inside Lane, 109.7 21.7 104.5 Station 10+50 335 8 6 Pavement Subgrade, Northbound, Inside Lane, 100.0 18.6 95.2 Station 10+70 336 7 6 Pavement Subgrade, Northbound, Outside Lane, 96.4 18.7 95.5 Station 12+00 337 7 6 Pavement Subgrade; Northbound, Inside 96.9 18.6 96.0 -11 Lane, Station 12+30 � City oYCoppel( February 5,%Al5 338 5 6 Driveway 3, Right Lane, U | / | Stahon}+90 340 | 6 Driveway 3.Westbound, Right Lane, Station 3 +10 Lane, Station 11+80 11041 | 6 12.3 95 103.7 16.5 98.4 1 344 8 6Puvunent Southbound, Inside 103.0 |96 98] � � � Lane, Station 10+50 1 � 1 Cc: Mr. Rick Odell ~Rodc U|x.gov K4i Michael Garza - City ofCoppc|LPhone: 972-304-3679; via E-mail: |hx.gov Mr. Mitch Holmes -Teuguc, Nall &Perkino, Phone: 432-312-4205; via E-mail: mhoh mcy@�npino.uom Mr. Francisco Luyondo-CDBuildeo. Inc., Phone: 787'68X'82U7;via B-mai|: Ouyondo6Dcdbui|dcrnpr.uom GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: All letters and reports are for the exclusive use ofthe client to whom they are addressed and shall not be reproduced without the full approval ofGEE Consultants, Inc. The use ofour narne must reQeive our prior written approval. Our letters and reports apply only to tire 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. 52. G I -GEOTECHNICAL ENGINEERING E I -ENVIRONMENTAL CONSULTING E I -CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 53 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: December 3 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page I of I 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.'Freated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 CC: Mr. Rick Odell - RodeII@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: f" 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 pdorwritten approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative ofthe quantities ofatiparently identical or similar products. V I • GEOTECHNICAL ENGINEERING E I • ENVIRONMENTAL CONSULTING E I • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972 Density Report No. 54 (214-0142) Client: City of C60pell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: December 4, 2014 (pm) Report Date: February 5, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page I of I. 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 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 (Cern. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 CC Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 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 City of Coppell February 5, 2014 GEE Consultants, Inc. TBPE Firm; F-3212 Reviewed by:ke I letters and reports ate for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full apptosa] of GFE CI'Jtants. Inc 'Ihe rise 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. 54. Page 2 of 2 • GEOTECHNICAL ENGINEERING E I • ENVIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING 1 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. 55 (214-0142) Method: ASTM D6938 D698 Page I of I Client: City of Coppell FF Material Description Maximum Optimum Project: Freeport Parkway from Sandy Dry Density (Lbs./cu.ft.) Moisture Content Lake Road to Ruby Road (Percent) I. Light Br. Sand w/ Dark Gray Clay (Mix) 107.6 18.3 Test Date: December 8, 2014 (pm) 2• Dark Brown Sandy Clay w/ Organics 104.9 19.0 3. Dark Gray Clay 100.8 22.0 Report Date: February 5, 2015 4. Dark Br. Sand w/ Red Clay Balls & 110.0 14.6 Organics Required Density (%): Min. 95% 5. Orange Brown Sand w/ Clay Balls 115.5 13.6 6. Light Gra Flex Base g Y 144.5 5.4 7. R. Brown & Dark Gray Silty Clay (Cement 100.9 19.5 Required Moisture (%): General Fill - Opt. Treated) Moisture Content -20/o to +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 (Cern. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98,1 21,8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material Probe', Location 1 No. Depth Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry`Density Moisture Compaction (Lbs/Cu.Ft.) Content (%) (%) 354 5 6 Pavement Subgrade, Northbound, Outside Lane, 113.9 12.5 98.6 Station 18+20, 31 lift 355 5 6 Pavement Subgrade, Northbound, Inside Lane, 1`14.1 11.8 98.8 Station 18+20 1'` lift 356 5 6 Pavement Subgrade, Northbound, Outside Lane, 117.0 12.3 101.3 Station 18+20, 2°d lift 357 5 6 Pavement Subgrade, Northbound, Outside Lane, 116..2 13.4 I00.6 Station 18+20, 1" lift 358 5 6 Pavement Subgrade, Northbound, Outside Lane, 1 1 1.3 12,1 96.3 Station 14+00, 2"d lift 359 5 6 . Pavement Subgrade, Northbound, Inside Lane, 113.9 11.7 98.6 tatiiin 12+00,2° lift City oyCoppdl February 5,20l5 cc: Mr. Larry Davis - City ofCoppelLPhone: 972-304-3684; via Fax: V72 -3O4- 570 K4r, Miohae|Garzu-CityofCvppcD. Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-3 via E-mail: mholi-fles@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: -c addressed and sbal I not be reproduced withoutthe full approval of GEE Consultants, Inc. The use of our name must re( All letters and reports are for the exclusive use of the client to whom they m 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. 55. Page 2 of 2 GIs GEOTECHNICAL ENGINEERING E I - ENVIRONMENTAL CONSULTING E I* CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 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. 56 (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: December 10 2014 (pm) Report Date: February 6, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location J Dry Density Moisture (Lbs./cu.ft.) Content Depth Elevation (and/or) 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 Be. Sand w/ Red Clay Balls & 110.0 14.6 Organics (Lbs/Cu.Ff) 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) Station 8+50, 3rd Lift 8. R. Br. Sandy Clay (Cement'Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 104,9 16.9 10. Dart. Cr. Silty Clay (Cern. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 "Treated) 364 12. Flexible Base 127.0 5.8 _ Test No. Material Probe Location J No. Depth Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ff) Content (%), (%a) 362 1 6 Pavement Subgrade, Northbound, Inside Lane 106.2 17.8 98.7 Station 8+50, 3rd Lift 363 1 6 Pavement Subgrade, Northbound, Outside Lane 104,9 16.9 97.5 Station 8+50 3rd Lift 364 2 6 Pavement Subgrade, Northbound, Inside Lane 101.2 18.1 96.5 Station 14+00, 3rd L,it-J 365 2 6 Pavement Subgrade, Northbound, Outside Lane 104.7 18.7 99.8 Station 14+00, 3r4 Litt 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.eom Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com City of February 6, 2015 Consultants, Inc. TBPE Firm: F-3212 Reviewed by:� :tters and reports are for the exclusive use of the cheat to whom they are addressed and shall not be reproduced without the full approval of GEE Consult�ahts tic. 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. 56. Page 2 of 2 • GEOTECHNICAL ENGINEERING E I • ENVIRONMENTAL CONSULTING I • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 57 (214-0142) Client: City of Coppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road "Test Date: December 112014 (pm) Report Date: February 6, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Method: ASTM D6938 D698 Page 1 of 1 Material Description Maximum Optimum Location / Dry Density Moisture (Lbs:/cu.ft.) Content Depth Elevation (and/or) Lift (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 14.6 Organics (Lbs/Cu.Ft.), 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) 4 Driveway 2, Station 9+90, 1St Lift 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. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material ' Probe Location / No. Depth Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.), Content (%) (%) 366 6 4 Driveway 2, Station' 10+10, 1" Lift 137.8 5.4 95.4 367 6 4 Driveway 2, Station 9+90, 1St Lift 142.6 6.0 9$.7 ce: Mr. Rick Odell - Roden@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 b �z 411 letters and reports me for the eecfusrve use of the client to whom they arc addressed and shall riot be r reproduced without the full approval of GEE: Consultants, fire, The use of our name must receive 0111 prior written approval, Our letters and reports apply only to the sample tested and/or observed and are riot necessarily indicative of the quantities of apparently identical or similar products. G1 * GEOTECHNICAL ENGINEERING A E] - ENVIRONMENTAL CONSULTING GEE Consultants, Inc. LE] • CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive 9 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 58 (214-0142) Method: ASTM D6938 D698 Page I of I Client: City of Co�ppell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: December 15 2014 (pm) Report Date: February 6, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location Dry Density Moisture (Lbs./cuft) Content Depth , Elevation (and/or) 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 (Lbs/Cu.Ft.) 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) Lane, Station 15+60 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 140.5, 4.4 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 370 12, Flexible Base 127.0 5.8 Test No. Material Probe Location No. Depth , Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content 368 6 6 Pavement Subgrade, Southbound, Inside 137.9 4.7 95.4 Lane, Station 15+60 369 '6 6 Pavement Subgrade, Southbound, Outside 140.5, 4.4 97.2 Lane, Station 15+60 370 6 4 Retaining Wall E, Subgrade 137.3 3.8 95.0 CC: Mr. Rick Odell - Rodell@coppeiltx.gov I 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 7 GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: ,tteis 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 artist 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 ENVIRONMENTAL CONSULTING E I - 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. 59 (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: December 19 2014 (pm) Report Date: February 6, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% 1 Material Description Maximum Optimum Location I Dry Density Moisture (Lbs./cu.ft.) Content Depth, Elevation (and/or) 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 (Lbs/Cu.Ft.) 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) Half 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 141.5 5.4 10. Dark Gr. Silty Clay (Cem. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem, 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material Probe Location I NO. Depth, Elevation (and/or) Lift In -Place In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content (%) 371 6 6 Retaining Wall "E", Backfill, I" Lift, S. 139.9 5.9 96.8 Half 1 1 372 6 6 Retaining Wall "E", Backfill, 2nd Lift, S. 141.5 5.4 97.9 Half 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 - CID Builders, Inc., Phone: 787-688-8207, via E-mail: fluyando@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. iNICAL ENGINEERING VIRONMENTAL CONSULTING • CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc. 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 60 (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: December 20 2014 (pm) Report Date: February 6, 2015 Required Density (%): Min. 95% Required Moisture (%): General Fill - Opt. Moisture Content -2% to +5% Material Description Maximum Optimum Location / Dry Density Moisture (Lbs./cu.ft.) Content Depth Elevation (and/or) 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 (Lbs/Cu.Ft.) 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) 6 Retaining Wall "E" Backfill, 4" Lift 8. R. Br. Sandy Clay (Cement Treated) 105.0 19.7 9. Y. Br Sand w/ Clay Balls (Cement 109.3 16.0 Treated) 122.0 4.5 10. Dark Gr. Silty Clay (Cern. Treated) 101.1 24 11. Dark Brown Clay w/ Organics (Cem. 98.1 21.8 Treated) 12. Flexible Base 127.0 5.8 Test No. Material Probe, Location / No. Depth Elevation (and/or) Lift In -Place ' In -Place Percent (inches) Dry Density Moisture Compaction (Lbs/Cu.Ft.) Content (%); (%) 373 12 6 Retaining Wall "E", Backfill, 5"' Lift 121.0 4.1 95.3 374 12 6 Retaining Wall "E" Backfill, 4" Lift 122.4 4.1 96.4'` 375 12 6 Retaining Wall "E", Backfill, 3`d Lift 122.0 4.5 96.1 cc: Mr. Rick Odell - Rodel@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: L �__a 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 narne must receive our prior written approval_ Our letters and reports apply only to the sample tested andlor observed and are not necessarily indicative of the quantities of apparently identical or similar products. G1 * GEOTECHNICAL ENGINEERING ENVIRONMENTAL CONSULTING E I - CONSTRUCTION MATERIALS TESTING GEE Consultants, Inc, 10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 a Fax (214) 352-6972 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 61 (214-0142) Client: City of C60pell Project: Freeport Parkway from Sandy Lake Road to Ruby Road Test Date: December 22 2014 (pm) Report Date: February 6, 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 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) S. 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) 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 namemust 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.