Geotechnical_Information.pdf

Appendix D

Geotechnical Information

REVIEW COPY

May 2024 46-31-24-01

REPORT OF

GEOTECHNICAL INVESTIGATION

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

Prepared For:

MOTT MACDONALD FLORIDA, LLC.

220 WEST GARDEN STREET

SUITE 700

PENSACOLA, FLORIDA 32502

Prepared By:

ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC.

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

(850) 386-1253

ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC.

TALLAHASSEE / JACKSONVILLE / GAINESVILLE / OCALA / INVERNESS / FORT MYERS / WEST PALM BEACH

May 31, 2024

EGS File: 46-31-24-01

Mott MacDonald Florida, LLC 220 West Garden Street Suite 700 Pensacola, Florida 32502

ATTN: Kevin Morgan, P.E.

Senior Project Manager

SUBJECT: Review Copy - Report of Geotechnical Investigation Roadway Soil Survey & Pavement Survey Woodbine Road at Five Points Santa Rosa County, Florida

Dear Kevin:

Environmental and Geotechnical Specialists, Inc. (EGS) has completed the geotechnical investigation, as authorized by Mott MacDonald Florida, LLC (MM), for the proposed roadway widenings associated with planned improvements to County Road (CR) 197A (Woodbine Road), CR 197 (Chumuckla Highway) and CR 184A (Berryhill Road). This Geotechnical Report includes a summary of the subsurface investigation, evaluation of field and laboratory test data, groundwater measurements, estimated “normal” seasonal high groundwater levels, general pavement conditions, and geotechnical design considerations.

SCOPE OF SERVICES

The Scope of Services authorized for this investigation consisted of the following:

Installation of 93 soil borings to depths between 5½ to 12½ feet below the ground surface within the proposed roadway widening areas;

Installation of 2 asphalt pavement cores in the CR 197A (Woodbine Road) roadway and 2 asphalt pavement cores in the CR 197 (Chumuckla Highway) roadway to determine the existing pavement structure;

Measuring the depth to groundwater and estimating “normal” seasonal high groundwater levels;

Laboratory testing of representative soil samples for classification and estimation of material properties;

Reviewing the Natural Resources Conservation Service (NRCS) Soil Survey for the project area;

Report of Geotechnical Investigation Roadway Soil Survey & Pavement Survey Woodbine Road at Five Points

Measuring and visually classifying the existing pavement layers and base materials based on the Florida Department of Transportation’s (FDOT’s) visual identification method;

Estimating the Existing Structural Number (SNE) at the core locations based on the methodology provided in the FDOT Flexible Pavement Design Manual;

Developing geotechnical design parameters and recommendations; and, Preparation of this Report.

SITE LOCATIONS AND EXISTING CONDITIONS

The project site is located in southwest Santa Rosa County, Florida along CR 197A (Woodbine Road) and CR 197 (Chumuckla Highway) extending from south of Vinewood Lane to north of the Santa Rosa Sports Complex, and a short adjoining portion of CR 184A (Berryhill Road). A Project Location Map that illustrates the approximate location of the site has been provided as Figure 1.

To facilitate review of the existing site conditions, the United States Geological Survey (USGS) Topographic Map contours have been superimposed on aerial imagery of the project site which has been provided as Figures 2A through 2G. As can be seen in these Figures, the USGS ground surface contours indicate that the general topography along the CR 197A/197 alignment slopes up gradually from the south to north with the ground surface elevations (EL) between about EL 120 feet to EL 150 feet, as referenced to the North American Vertical Datum of 1988 (NAVD 88). Topography along the CR 184A (Berryhill Road) alignment slopes down gently from about EL 142 at its intersection with CR 197A/197 to about EL 138 at the end of project area just before Berryhill Oaks Court.

As part of this investigation, EGS reviewed the NRCS Soil Survey for the project area, which has also been superimposed on the aerial images included as Figures 2A through 2G. The NRCS Soil Survey reports that the soils within the upper approximately 6 feet of the project area are a mixture of Sandy Loam, Loamy Sand, and Sandy Clay Loam with the “normal” seasonal high groundwater reported to range from a depth of about 3.0 feet to greater than 6 feet below the ground surface. The pH of the soils is reported to range from 4.5 to 6.5 which, according to Table 1.3.2-1 of the Florida Department of Transportation’s (FDOT) Structure Design Guidelines, makes the subsurface Extremely Aggressive with respect to corrosion of steel and Moderately Aggressive with respect to corrosion of concrete

PROPOSED CONSTRUCTION

Based on information provided by MM, EGS understands that the proposed roadway improvements include widening select sections of the CR 197A, CR 197 and CR 184A roadways to the outside along with milling and resurfacing of the existing roadways. The widening construction will involve minimal cutting and filling with proposed pavement sections consisting of 12 inches of Type B Stabilized Subgrade, Optional Base Group 9 (e.g., 10 inches of Limerock Base), and 3½ inches of asphaltic concrete.

SUBSURFACE INVESTIGATION

The subsurface investigation outlined in this Report was conducted in April of 2024. For this investigation, Dylan Godden, E.I. served as the Field and Staff Geotechnical Engineer and Craig Dunkelberger, P.E. served as the Senior Geotechnical Engineer of Record.

Additional project oversight and Quality Assurance/Quality Control (QA/QC) was provided by Chandra Samakur, P.E., Senior Engineer.

Geotechnical Investigation - EGS installed a total of 93 soil borings for the subsurface investigation included in this Report. The soil borings were installed to a depth of about 5½ to 12½ feet below the existing ground surface and were labeled WB-RB-1 through WB-RB-81 for borings along CR 197A and CR 197. Borings installed along CR 184A (Berryhill Road) were installed to a depth of about 5½ feet below the existing ground surface and were labeled BR-RB-1 through BR-RB-12. The approximate soil boring locations are shown on Figures 2A through 2G with a summary of the location data included in TABLE 1.

The soil borings were installed using hand-auger equipment. Hand-auger samples were collected on 1-foot vertical intervals coupled with static hand Cone Penetrometer Index (CPI) tests. The CPI values were converted to equivalent SPT “N” values using the correlation N = CPI/4.

Samples of the subsoils were visually classified in the field by EGS personnel, placed in sealed plastic bags, and then transported to the EGS laboratory for classification testing.

The testing performed for this investigation included water content, grain-size distribution, and Atterberg limits testing. The soil samples were classified with respect to the American Association of State Highway and Transportation Officials (AASHTO) soil classification system. The laboratory testing results have been summarized in the Roadway Soil Survey plan sheet included in APPENDIX A. Detailed soil data for individual borings are available on the Soil Boring Logs and Soil Classification Data sheets provided in APPENDICES B and C, respectively.

Woodbine Road at Five Points

Pavement Cores - To evaluate the pavement structure of the existing roadways, EGS cored 2 locations along CR 197A and 2 locations along CR 197. The pavement cores, label P-1 through P-4, were installed in center and outside turn lanes of the roadways at the locations shown in Figures 2A through 2G, and summarized in TABLE 1. The pavement cores were installed using a pavement coring drill in accordance with the FDOT Materials Manual Section 3.2 “Flexible Pavement Coring and Evaluation.”

The existing roadways were observed to be in generally fair to poor condition with light to severe rutting, severe shoving, spalling, and transverse cracking observed at the core locations. Photographs of the pavement cores and site conditions at each pavement core location have been provided as Figures 3A through 3H.

SUBSURFACE CONDITIONS

Soils - EGS assigned STRATUM number designations to the materials encountered based on the designations outlined in the FDOT Standard Plans Index 120-001. The following are brief descriptions of each STRATUM:

STRATUM 1 consists of Silty Fine Sand (A-2-4) containing less than 15% passing the U.S. No. 200 sieve. The soil in this STRATUM represents FDOT “SELECT” soil and is suitable for use and reuse within the roadway subgrade and base.

STRATUM 2 is a Silty Fine Sand (A-2-4) containing 15% or more passing the U.S.

No. 200 sieve. This STRATUM also represents a FDOT “SELECT” soil. The soils in this STRATUM are suitable for use within roadway embankment; however, they are likely to retain moisture and may be difficult to dry and compact.

STRATUM 3 is a Clayey Sand (A-6) and Clayey Fine Sand (A-2-6) with a Liquid Limit of less than 50. This STRATUM represents a FDOT “PLASTIC” soil. Due to the relatively high fines content, these soils should not be used as fill below the water table nor should they be used as fill within 48 inches of the bottom of the base course. For a cut section, these soils should be removed and replaced with “SELECT” soil if they exist within 24 inches of the bottom of the base course.

These materials will retain moisture and will be difficult to dry and compact.

Groundwater – At the time of the field work, groundwater depths in the boreholes varied from about 3.5 feet to greater than the vertical reaches of the borings. A summary of the measured groundwater levels and estimated “normal” seasonal high groundwater levels are included in TABLE 1 and are illustrated in the Generalized Soil Profiles provided as Figures 4A through 4H. Due to the presence of low permeability (plastic) soils, groundwater is likely to develop in a perched condition following periods of rain.

Woodbine Road at Five Points

It should be recognized that the groundwater data reflects limited measurements and is therefore considered to be approximate. Fluctuations in groundwater levels should be anticipated throughout the year in response to rainfall, surrounding development and changes to drainage from urbanization. If more accurate groundwater data is needed, EGS recommends that further groundwater data be collected using piezometers.

NRCS Soil Survey - The soils encountered in this investigation are generally consistent with the subsurface conditions reported in the NRCS Soil Survey for the area. It should be noted that the NRCS Soil Survey mapping is an approximation of likely soils that naturally exist within the area and do not account for roadway embankment fill, ditches, or other such features associated with development. Variations in soil properties will occur when comparing data from the NRCS Soil Survey and data obtained in the field.

Pertinent information from the NRCS data tables has been summarized in TABLE 2.

Copies of select data tables from the NRCS Soil Survey have been provided as

APPENDIX D.

Corrosion Testing - EGS performed corrosion series testing on representative soil samples collected during this subsurface investigation. The testing included determination of soil resistivity, pH, sulfate content, and chloride content performed in accordance with the FDOT recommended Florida Method. EGS classified each respective subsoil sample in accordance with the FDOT Structures Design Guidelines.

The test results and environmental classification for each sample have been summarized in TABLE 3.

EGS recommends the soils be classified as Extremely Aggressive with respect to steel and Moderately Aggressive with respect to concrete.

PAVEMENT CONDITIONS

Pavement Coring Results - The total length and layer composition for each core has been summarized in TABLE 4. In addition, TABLE 4 also includes the type of base material, visual observations, crack depths, rut depths, and measured cross slopes. A copy of the crack description legend has been provided in APPENDIX E for reference.

Photographs of existing pavement conditions near each core location as well as photographs of the asphalt core itself have been provided in Figures 3A through 3H.

Note: Asphalt layers and base layers were estimated using the FDOT’s visual classification method and should only be used for estimating Existing Structural Number (SNE) calculations.

Pavement Classification – The pavement encountered along CR 197A (Woodbine Road) and CR 197 (Chumuckla Highway) was visually classified by EGS personnel as being composed of Friction Course Type 3 (FC-3), Type S Asphaltic Concrete (S), Type II Asphaltic Concrete (T-2), Sand Asphalt Hot Mix (SAHM), and Surface Treatment (ST).

Woodbine Road at Five Points

The encountered base material of both roadways was assumed to be a Sand Clay Base (LBR 75) based on visual observation. Average pavement and base layer thicknesses are provided in TABLE 4.

Existing Structural Number (SNE) - The SNE calculation data has been provided as TABLE 5. The estimates provided in TABLE 5 are based on the visual identification method used by the FDOT. The Structural Coefficients used in this calculation were determined based on Tables 5.4 and 7.1 of the FDOT’s Flexible Pavement Design Manual and the SNE was based on the calculation guidelines provided under Section

7.4.4 of the FDOT’s Flexible Pavement Design Manual.

Pavement Parameters - Based upon the pavement cores authorized for this investigation and in an effort to provide parameters to be used in the pavement design for this project, EGS has provided the following pavement parameters:

Maximum Rut Depth: 0.3 inch

Minimum Core Thickness: 4.1 inches

Friction Course Thickness: 1.2 to 1.5 inches

Maximum Depth of Cracking: 8.4 inches

Portland Cement Concrete Encountered: No

Asphalt Rubber Membrane Interlayer Encountered: No

Crack Relief Layer Encountered: No

Delamination Encountered No

The noted Maximum Depth of Cracking represents a full-depth crack through the core.

GEOTECHNICAL DESIGN RECOMMENDATIONS

To aid in the geotechnical evaluation, EGS has estimated the bottom of the roadway base to be 12 inches below the Proposed Grade Line (PGL) shown in the plans provided by MM. The recommendations provided herein should be verified following placement of the soil boring profiles on the cross-sections.

Plastic Soils - FDOT “PLASTIC” soils were encountered within 2 feet of the bottom of the base course and pursuant to FDOT guidelines (FDOT SPI 120-001) should be removed. The approximate limits of the “PLASTIC” soils requiring removal pursuant to FDOT SPI 120-001 are shown in the “Generalized” Soil Profiles provided in Figure 4A through 4H with a summary of the approximate horizontal and vertical limits of unsuitable “PLASTIC” materials encountered provided as TABLE 6.

Organic Soils - No FDOT “ORGANIC” soils were encountered in the soil borings included in this investigation.

Woodbine Road at Five Points

Groundwater - Groundwater can have a significant impact on construction and long-term performance of the roadway. It is recommended in the FDOT Flexible Pavement Manual that 3 feet of clearance be maintained between “normal” seasonal high groundwater and the roadway/shoulder base. As shown in TABLE 1 and in the “Generalized” Soil Profiles, the estimated “normal” seasonal high groundwater levels are expected to be more than 3 feet below the bottom of the base course.

However, due to the presence of shallow, low permeability soils, EGS believes that groundwater may become “perched” at shallow depths and in open excavations following periods of rainfall if not adequately controlled. Earthwork and compaction operations will be difficult if water is not adequately controlled during construction.

Additionally, where road sections will be lower than the adjacent shoulders, especially in areas with grassed or landscape shoulders, an underdrain system may be needed to intercept flow of water toward the base in proposed cut sections (positive subgrade drainage). Inadequate subgrade drainage can cause water to flow towards the roadway base and have negative impacts to the pavement structure. Underdrains are typically not preferred on new construction because of the long-term maintenance required; however, an underdrain system is believed to be the most effective option for providing adequate subgrade drainage at proposed cut sections. Where needed, EGS recommends that underdrains be installed in accordance with FDOT SPI 120-002 (Sheet 2 of 2) and 440- 001.

PLANS PREPARATION

EGS recommends the following information be included in the Plans:

Roadway Soil Survey plan sheet provided in APPENDIX A

Soil Boring Profiles plotted on the Plan Cross-Sections. A separate file has been provided for this purpose.

CLOSURE

The data and results presented in this Report are intended for the use of Mott MacDonald Florida, LLC for the proposed roadway widening, identified herein. This data may not be used without the expressed written consent of Mott MacDonald Florida, LLC. This Report is not intended for any other use and will likely not be applicable. This Report shall not be reproduced, except in full, without the written approval of Environmental and Geotechnical Specialists, Inc. The data and recommendations presented in this Report are based on the borings made at the specific locations and depths noted. Subsurface conditions at other locations may vary significantly from those presented herein. Should data become available which is different from the data presented herein, Environmental and Geotechnical Specialists, Inc. requests the opportunity to review the data and make any modifications to the design recommendations which may be appropriate.

Sincerely, Environmental & Geotechnical Specialists, Inc.

Certificate of Authorization: 6222

For Review

Craig E. Dunkelberger, P.E.

Senior Geotechnical Engineer FL P.E. No. 49932

TABLES

BORING

LABEL

BORING

DEPTH 1

GROUND

SURFACE

ELEVATION 2

STATION 3 OFFSET 3

DEPTH ELEVATION DEPTH ELEVATION

(FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET)

WB-RB-1 5.5 124.3 169+00 11 RIGHT > 5.5 < 118.8 > 5.5 < 118.8

WB-RB-2 5.5 122.7 170+00 26 LEFT > 5.5 < 117.2 > 5.5 < 117.2

WB-RB-3 10.5 122.7 171+00 26 RIGHT > 10.5 < 112.2 > 5.5 < 117.2

WB-RB-4 5.5 121.9 172+00 28 LEFT > 5.5 < 116.4 > 5.5 < 116.4

WB-RB-5 5.5 122.8 173+00 20 RIGHT > 5.5 < 117.3 > 5.5 < 117.3

WB-RB-6 5.5 122.4 174+00 28 LEFT > 5.5 < 116.9 > 5.5 < 116.9

WB-RB-7 5.5 122.1 175+00 19 RIGHT > 5.5 < 116.6 > 5.5 < 116.6

WB-RB-8 5.5 122.1 176+00 30 LEFT > 5.5 < 116.6 > 5.5 < 116.6

WB-RB-9 5.5 122.6 177+00 13 RIGHT > 5.5 < 117.1 > 5.5 < 117.1

WB-RB-10 5.5 122.2 178+00 30 LEFT > 5.5 < 116.7 > 5.5 < 116.7

WB-RB-11 5.5 123.1 179+00 16 RIGHT > 5.5 < 117.6 > 5.5 < 117.6

WB-RB-12 12.5 124.0 179+88 31 LEFT 10.6 113.4 > 5.5 < 118.5

WB-RB-13 5.5 124.7 181+00 16 RIGHT > 5.5 < 119.2 > 5.5 < 119.2

WB-RB-14 5.5 125.6 182+00 30 LEFT > 5.5 < 120.1 > 5.5 < 120.1

WB-RB-15 5.5 127.1 183+00 14 RIGHT > 5.5 < 121.6 > 5.5 < 121.6

WB-RB-16 5.5 126.6 184+00 30 LEFT > 5.5 < 121.1 > 5.5 < 121.1

WB-RB-17 5.5 128.6 185+00 18 RIGHT > 5.5 < 123.1 > 5.5 < 123.1

WB-RB-18 5.5 128.7 186+25 26 LEFT > 5.5 < 123.2 5.5 123.2

WB-RB-19 5.5 129.7 187+00 20 RIGHT > 5.5 < 124.2 5.5 124.2

WB-RB-20 5.5 129.3 188+00 23 RIGHT > 5.5 < 123.8 5.5 123.8

WB-RB-21 4.5 131.2 189+00 25 LEFT > 4.5 < 126.7 > 4.5 < 126.7

WB-RB-22 5.5 131.1 190+00 27 LEFT > 5.5 < 125.6 5.5 125.6

WB-RB-23 5.5 130.8 191+00 28 LEFT > 5.5 < 125.3 5.5 125.3

WB-RB-24 5.5 131.4 192+00 27 LEFT > 5.5 < 125.9 > 5.5 < 125.9

WB-RB-25 5.5 131.5 193+00 27 LEFT > 5.5 < 126.0 > 5.5 < 126.0

WB-RB-26 6.5 131.3 195+00 22 RIGHT > 6.5 < 124.8 > 5.5 < 125.8

WB-RB-27 5.5 131.7 196+00 23 RIGHT > 5.5 < 126.2 > 5.5 < 126.2

WB-RB-28 5.5 133.1 197+00 23 RIGHT > 5.5 < 127.6 > 5.5 < 127.6

WB-RB-29 5.5 135.4 198+00 25 LEFT > 5.5 < 129.9 > 5.5 < 129.9

WB-RB-30 5.5 136.0 199+00 25 LEFT > 5.5 < 130.5 5.5 130.5

WB-RB-31 5.5 135.4 200+00 27 RIGHT > 5.5 < 129.9 5.5 129.9

WB-RB-32 6.5 137.1 201+00 25 RIGHT > 6.5 < 130.6 5.5 131.6

NOTES: 1. DEPTHS ARE MEASURED BELOW EXISTING GROUND SURFACE AT SOIL BORING LOCATION.

NOTES: 2. GROUND SURFACE ELEVATIONS WERE ESTIMATED USING ELECTRONIC FILES PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 3. STATION AND OFFSET ESTIMATED USING CENTERLINE CONSTRUCTION SURVEY CR 197/197A/184A PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 4. ELEVATION NOT AVAILABLE FROM SURVEY AT THIS BORING LOCATION. ELEVATION ESTIMATED FROM GOOGLE EARTH.

TABLE 1

SOIL BORING LOCATION AND GROUNDWATER DATA

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

CR 197A (WOODBINE ROAD) SOIL BORINGS

MEASURED

GROUNDWATER

ESTIMATED "NORMAL"

SEASONAL HIGH

GROUNDWATER

BORING

LABEL

BORING

DEPTH 1

GROUND

SURFACE

ELEVATION 2

STATION 3 OFFSET 3

DEPTH ELEVATION DEPTH ELEVATION

(FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET)

WB-RB-33 5.5 137.9 202+00 24 LEFT > 5.5 < 132.4 5.5 132.4

WB-RB-34 5.5 138.6 203+00 26 LEFT > 5.5 < 133.1 > 5.5 < 133.1

WB-RB-35 5.5 139.3 204+00 27 LEFT > 5.5 < 133.8 > 5.5 < 133.8

WB-RB-36 5.5 138.0 205+00 45 LEFT > 5.5 < 132.5 > 5.5 < 132.5

WB-RB-37 6.5 140.6 206+00 41 RIGHT > 6.5 < 134.1 > 5.5 < 135.1

WB-RB-38 5.5 139.6 209+00 30 LEFT > 5.5 < 134.1 > 5.5 < 134.1

WB-RB-39 5.5 140.6 210+00 26 LEFT > 5.5 < 135.1 > 5.5 < 135.1

WB-RB-40 5.5 140.5 211+00 28 LEFT > 5.5 < 135.0 > 5.5 < 135.0

WB-RB-41 5.5 140.8 212+00 41 RIGHT > 5.5 < 135.3 > 5.5 < 135.3

WB-RB-42 5.5 141.9 213+00 29 LEFT > 5.5 < 136.4 > 5.5 < 136.4

WB-RB-43 5.5 142.8 213+69 31 LEFT > 5.5 < 137.3 5.5 137.3

WB-RB-44 5.5 142.0 215+00 30 LEFT > 5.5 < 136.5 5.5 136.5

WB-RB-45 5.5 142.4 216+00 24 RIGHT > 5.5 < 136.9 5.5 136.9

WB-RB-46 5.5 143.3 216+99 22 LEFT > 5.5 < 137.8 5.5 137.8

WB-RB-47 5.5 142.7 218+01 21 RIGHT > 5.5 < 137.2 5.5 137.2

WB-RB-48 5.5 144.1 219+00 18 LEFT > 5.5 < 138.6 5.5 138.6

WB-RB-49 5.5 142.9 220+00 21 RIGHT > 5.5 < 137.4 5.5 137.4

WB-RB-50 5.5 143.7 221+00 18 LEFT > 5.5 < 138.2 5.5 138.2

WB-RB-51 5.5 143.1 221+72 29 RIGHT > 5.5 < 137.6 5.5 137.6

WB-RB-52 5.5 144.0 222+99 18 LEFT > 5.5 < 138.5 5.5 138.5

WB-RB-53 5.5 143.7 223+94 17 RIGHT > 5.5 < 138.2 5.5 138.2

WB-RB-54 5.5 144.0 225+00 17 LEFT > 5.5 < 138.5 5.5 138.5

WB-RB-55 5.5 143.7 226+00 18 RIGHT > 5.5 < 138.2 5.5 138.2

WB-RB-56 5.5 144.3 226+99 20 LEFT > 5.5 < 138.8 5.5 138.8

WB-RB-57 5.5 144.1 228+02 22 RIGHT > 5.5 < 138.6 5.5 138.6

WB-RB-58 5.5 143.9 229+00 26 LEFT > 5.5 < 138.4 5.5 138.4

WB-RB-59 5.5 144.0 230+00 24 RIGHT > 5.5 < 138.5 5.5 138.5

WB-RB-60 5.5 143.0 230+99 40 LEFT > 5.5 < 137.5 5.5 137.5

WB-RB-61 5.5 143.4 232+00 24 RIGHT > 5.5 < 137.9 5.5 137.9

WB-RB-62 5.5 143.5 234+01 28 LEFT > 5.5 < 138.0 5.5 138.0

WB-RB-63 5.5 144.0 235+00 21 RIGHT > 5.5 < 138.5 5.5 138.5

WB-RB-64 5.5 143.3 236+00 27 LEFT > 5.5 < 137.8 5.5 137.8

WB-RB-65 5.5 144.1 237+00 22 RIGHT > 5.5 < 138.6 > 5.5 < 138.6

NOTES: 1. DEPTHS ARE MEASURED BELOW EXISTING GROUND SURFACE AT SOIL BORING LOCATION.

NOTES: 2. GROUND SURFACE ELEVATIONS WERE ESTIMATED USING ELECTRONIC FILES PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 3. STATION AND OFFSET ESTIMATED USING CENTERLINE CONSTRUCTION SURVEY CR 197/197A/184A PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 4. ELEVATION NOT AVAILABLE FROM SURVEY AT THIS BORING LOCATION. ELEVATION ESTIMATED FROM GOOGLE EARTH.

TABLE 1

SOIL BORING LOCATION AND GROUNDWATER DATA

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

MEASURED

GROUNDWATER

ESTIMATED "NORMAL"

SEASONAL HIGH

BORING/

CORE

LABEL

BORING

DEPTH 1

GROUND

SURFACE

ELEVATION 2

STATION 3 OFFSET 3

DEPTH ELEVATION DEPTH ELEVATION

(FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET) (FEET)

WB-RB-66 5.5 143.4 238+00 27 LEFT > 5.5 < 137.9 > 5.5 < 137.9

WB-RB-67 5.5 143.8 239+00 22 RIGHT > 5.5 < 138.3 > 5.5 < 138.3

WB-RB-68 5.5 143.5 240+00 27 LEFT > 5.5 < 138.0 > 5.5 < 138.0

WB-RB-69 5.5 143.5 241+00 22 RIGHT > 5.5 < 138.0 > 5.5 < 138.0

WB-RB-70 5.5 143.6 242+00 28 LEFT > 5.5 < 138.1 > 5.5 < 138.1

WB-RB-71 5.5 144.4 243+00 30 RIGHT > 5.5 < 138.9 > 5.5 < 138.9

WB-RB-72 5.5 144.1 244+00 27 LEFT > 5.5 < 138.6 > 5.5 < 138.6

WB-RB-73 5.5 144.6 245+00 26 LEFT > 5.5 < 139.1 > 5.5 < 139.1

WB-RB-74 5.5 145.9 246+00 27 RIGHT > 5.5 < 140.4 > 5.5 < 140.4

WB-RB-75 5.5 145.2 247+00 28 LEFT > 5.5 < 139.7 > 5.5 < 139.7

WB-RB-76 5.5 146.7 248+00 28 RIGHT > 5.5 < 141.2 > 5.5 < 141.2

WB-RB-77 5.5 146.5 249+00 25 LEFT > 5.5 < 141.0 > 5.5 < 141.0

WB-RB-78 5.5 147.7 249+75 29 RIGHT > 5.5 < 142.2 5.5 142.2

WB-RB-79 5.5 147.3 251+00 27 LEFT > 5.5 < 141.8 5.5 141.8

WB-RB-80 5.5 148.8 252+11 21 RIGHT > 5.5 < 143.3 5.5 143.3

WB-RB-81 5.5 148.4 253+00 25 LEFT > 5.5 < 142.9 5.5 142.9

BR-RB-1 5.5 142.0 401+00 24 LEFT > 5.5 < 136.5 > 5.5 < 136.5

BR-RB-2 5.5 142.4 401+99 30 RIGHT > 5.5 < 136.9 > 5.5 < 136.9

BR-RB-3 5.5 141.7 403+00 21 LEFT 3.5 < 138.2 > 5.5 < 136.2

BR-RB-4 5.5 142 4 404+00 27 RIGHT > 5.5 < 136.5 > 5.5 < 136.5

BR-RB-5 5.5 141 4 405+00 24 LEFT > 5.5 < 135.5 > 5.5 < 135.5

BR-RB-6 5.5 141 4 406+00 26 RIGHT > 5.5 < 135.5 > 5.5 < 135.5

BR-RB-7 5.5 141 4 407+00 13 LEFT > 5.5 < 135.5 > 5.5 < 135.5

BR-RB-8 5.5 141 4 408+00 25 RIGHT > 5.5 < 135.5 > 5.5 < 135.5

BR-RB-9 5.5 141 4 409+00 22 LEFT > 5.5 < 135.5 > 5.5 < 135.5

BR-RB-10 5.5 140 4 410+00 23 RIGHT > 5.5 < 134.5 > 5.5 < 134.5

BR-RB-11 5.5 139 4 420+00 12 LEFT > 5.5 < 133.5 > 5.5 < 133.5

BR-RB-12 5.5 138 4 430+00 12 LEFT > 5.5 < 132.5 > 5.5 < 132.5

P-1 - - 124.8 180+00 7 LEFT - - - - - - - -

P-2 - - 140.5 205+00 1 RIGHT - - - - - - - -

P-3 - - 141.1 211+00 14 LEFT - - - - - - - -

P-4 - - 144.6 235+00 5 RIGHT - - - - - - - -

NOTES: 1. DEPTHS ARE MEASURED BELOW EXISTING GROUND SURFACE AT SOIL BORING LOCATION.

NOTES: 2. GROUND SURFACE ELEVATIONS WERE ESTIMATED USING ELECTRONIC FILES PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 3. STATION AND OFFSET ESTIMATED USING CENTERLINE CONSTRUCTION SURVEY CR 197/197A/184A PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 4. ELEVATION NOT AVAILABLE FROM SURVEY AT THIS BORING LOCATION. ELEVATION ESTIMATED FROM GOOGLE EARTH.

SOIL BORING LOCATION AND GROUNDWATER DATA

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

CR 184A (BERRYHILL ROAD) SOIL BORINGS

PAVEMENT CORES

MEASURED

GROUNDWATER

ESTIMATED "NORMAL"

SEASONAL HIGH

TABLE 1

MATERIAL MATERIAL DEPTH MATERIAL REACTION DEPTH TO

REFERENCE NAME DESCRIPTION SEASONAL HIGH

NUMBER GROUNDWATER

(INCHES) (pH) (FEET)

0 - 3 LOAMY SAND SM, SC-SM A-2-4 4.5 - 6.5

3 - 54 LOAMY SAND SM, SC-SM A-2-4 4.5 - 6.0

54 - 80

FINE SANDY LOAM,

SANDY LOAM, SANDY

CLAY LOAM

SC A-6, A-2-4 4.5 - 5.5

0 - 9 FINE SANDY LOAM SC-SM, SM A-2, A-4 4.5 - 5.5

9 - 13

FINE SANDY LOAM,

SANDY LOAM, SANDY

CLAY LOAM

SC-SM, SM A-2, A-4 4.5 - 5.5

13 - 43 SANDY CLAY LOAM SC, SC-SM,

SM

A-2, A-4, A-6 4.5 - 5.5

43 - 63 SANDY CLAY LOAM,

SANDY CLAY

SC, SC-SM,

SM

A-2, A-7, A-6, A-4 4.5 - 5.5

0 - 8 LOAMY SAND, SAND,

FINE SAND SM A-2-4 4.5 - 6.0

8 - 24 LOAMY SAND, SAND,

FINE SAND SM A-2-4 4.5 - 6.0

24 - 35

SANDY LOAM, FINE

SANDY LOAM, SANDY

CLAY LOAM

CL, SC-SM,

SM A-2-4, A-4 4.0 - 5.5

35 - 70 SANDY CLAY, SANDY

CLAY LOAM

CL, SC-SM,

SC

A-4, A-2-4, A-6 4.0 - 5.5

0 - 5 SANDY LOAM SC-SM, SC,

SM A-2-4 4.5 - 5.5

5 - 9 SANDY LOAM SC, SM A-6, A-2-4 4.5 - 5.5

9 - 25 SANDY CLAY LOAM,

SANDY LOAM CL, SC A-7-6, A-2-4,

A-6 4.5 - 5.5

25 - 80 SANDY CLAY LOAM,

SANDY CLAY SC, CH A-7-6, A-2-4,

A-7 4.5 - 5.5

0 - 8 SANDY LOAM SC, SM A-6, A-2-4,

A-4 4.5 - 6.5

8 - 14 SANDY CLAY LOAM SC, CL A-6, A-7-6 4.5 - 5.5

14 - 80 SANDY CLAY LOAM SC, CL A-6, A-7-6 4.5 - 5.5

0 - 3 LOAMY SAND SM A-2-4 4.5 - 5.5

3 - 55 SAND, LOAMY SAND SM A-2-4 4.5 - 5.5

55 - 80 SANDY CLAY LOAM,

SANDY LOAM

SC-SM, SC,

SM A-2-4 4.5 - 5.5

NOTES: 1. BASED ON THE NRCS SOIL SURVEY REPORT FOR SANTA ROSA COUNTY, FLORIDA.

NOTES: 2. SEE APPENDIX D FOR DETAILED NRCS SOIL SURVEY INFORMATION.

- -44

TROUP LOAMY SAND,

0 TO 5 PERCENT

SLOPES

LOW HIGH

RED BAY SANDY

LOAM, 0 TO 2

PERCENT SLOPES

MODERATE MODERATE - -

ORANGEBURG SANDY

LOAM, 0 TO 2

PERCENT SLOPES

MODERATE MODERATE

3.0 - 5.0

BONIFAY LOAMY

SAND, 0 TO 5

PERCENT SLOPES

LUCY LOAMY SAND, 0

TO 5 PERCENT

SLOPES

MODERATE MODERATE - -

DOTHAN FINE SANDY

LOAM, 0 TO 2

PERCENT SLOPES

HIGH MODERATE

3.5 - 5.5

TABLE 2

NRCS SOIL SURVEY DATA

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

CORROSION

POTENTIAL

HIGH

MATERIAL

CLASSIFICATION

UNIFIED AASHTO UNCOATED

STEEL CONCRETE

MODERATE

BORING DEPTH RESISTIVITY pH SULFATES CHLORIDES

NUMBER

(FEET) (OHM-CM) (PPM) (PPM) STEEL CONCRETE

WB-RB-38 2.0 - 4.5 13,000 6.1 9 180 MODERATELY

AGGRESSIVE

SLIGHTLY

AGGRESSIVE

WB-RB-52 2.0 - 4.5 6,300 7.7 < 1 135 SLIGHTLY

AGGRESSIVE

SLIGHTLY

AGGRESSIVE

BR-RB-1 2.0 - 4.5 22,000 6.1 3 150 MODERATELY

AGGRESSIVE

SLIGHTLY

AGGRESSIVE

WB-RB-1 2.0 - 4.5 7,600 4.9 105 195 EXTREMELY

AGGRESSIVE

EXTREMELY

AGGRESSIVE

NOTE: ENVIRONMENTAL CLASSIFICATION AS IDENTIFIED IN THE FDOT STRUCTURES MANUAL TABLE 1.3.2-1

TABLE 3

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

ENVIRONMENTAL CLASSIFICATION DATA

ENVIRONMENTAL CLASSIFICATION

SANTA ROSA COUNTY, FLORIDA

STRATUM 1

STRATUM 2

STRATUM 3

of

N

E. PUCKETTCored by:

1.81.1N 1.5

Fin. Proj. ID:

Median Curbed (Y / N):

F. A. Proj. No.:

T-

SA

H

M

ST

Core No.

1.8

4.8

TABLE 4

PAVEMENT CORE AND CONDITION SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

S

0.8

1.0

1.1

Shoulder Type and Condition:

VARIES

A

A

II M

M

Lgth: - -

B

Rut Depth (in.)

Cross Slope

Pvmt CondExtent

PROJECT COMMENTS

SEVERE RUTTING, SEVERE SHOVING,

SPALLING

VARIES (LAWN / C&G)

N/A

VARIES

2.7

1.1 1.2

SA

H

M

F 2.60

1.30

04/22/24Date:

County:

Roadway Section:

11Page:

Paved:

Lanes:

Outside:

Inside:

WOODBINE ROAD AT FIVE POINTSName:

SOUTH OF VINEWOOD LANE

NORTH OF SPORTS COMPLEX

From:

Curb & Gutter (Y / N):Lawn:

- -SANTA ROSA SR No.:

To:

Beg MP: - -

8.4

3.4 1.60

P

Class

3.10 LIGHT RUTTING, SEVERE TRANSVERSE

CRACKING

LIGHT RUTTING

0.10III

6.0

8.4 5.0

Depth (in.) TypeSC

LY

Core Lgth.

(in.)

10.1 1.5 B

End MP:

FC

-3

P-1

F

P 0.306.0

IB

LIB4.1

3.01.1

0.9

8.2

0.10

0.00

N

N235+00

0.0

0.0 L

Y 1.3

1.3

1.2

2.7P-2

P-3

P-4

Mile Post or Sta. No. Lane

Wheel Path

(Y / N)

180+00

205+00

211+00

RITL

R1

L1

LITL

Typical Section No.:

Pavement Layer (in.) Base Crack

NOTE: SEE APPENDIX E FOR CRACK DESCRIPTION LEGEND.

P-1 POOR 1.5 0.15 3.4 0.15 1.1 0.08 1.8 0.12 1.2 0.00 6.0 0.12 1.8

P-2 POOR 1.3 0.15 0.8 0.15 2.7 0.08 0.9 0.12 5.0 0.12 1.5

P-3 FAIR 1.3 0.25 1.0 0.25 1.8 0.11 6.0 0.12 1.5

P-4 FAIR 1.2 0.25 1.1 0.25 4.8 0.11 1.1 0.00 3.0 0.12 1.5

AVERAGE 8 POOR 1.3 0.15 1.6 0.15 3.6 0.08 0.7 0.12 0.6 0.00 5.0 0.12 1.4

NOTES: 1. ESTIMATED AS FRICTION COURSE TYPE 3 (FC-3) USING FDOT's VISUAL OBSERVATION METHOD NOTES: 2. BASED ON TABLE 5.4 AND TABLE 7.1 IN THE FDOT FLEXIBLE PAVEMENT DESIGN MANUAL NOTES: 3. ESTIMATED AS STRUCTURAL ASPHALT (S) USING FDOT's VISUAL OBSERVATION METHOD NOTES: 4. ESTIMATED AS SAND ASPHALT HOT MIX (SAHM) USING FDOT's VISUAL OBSERVATION METHOD NOTES: 5. TYPE 2 ASPHALTIC CONCRETE (T-2) USING FDOT's VISUAL OBSERVATION METHOD NOTES: 6. ESTIMATED AS SURFACE TREATMENT USING FDOT's VISUAL OBSERVATION METHOD NOTES: 7. ESTIMATED AS SAND-CLAY (LBR 75) BASE MATERIAL USING FDOT's VISUAL OBSERVATION METHOD NOTES: 8. EXISTING STRUCTURAL NUMBER (SNE) CALCULATED BASED ON THE FDOT FLEXIBLE PAVEMENT DESIGN MANUAL

NOTES: 9. AVERAGE THICKNESS OF PAVEMENT LAYER

S 3 SAHM 4

THICKNESS

(INCHES) SC 2

THICKNESS

(INCHES) SC 2

TABLE 5

ESTIMATED EXISTING STRUCTURAL NUMBER SNE

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

PAVEMENT

CORE

NUMBER

PAVEMENT

CONDITION

PAVEMENT LAYERS

EXISTING

STRUCTURAL

NUMBER (SNE) 9

FC-3 1

SC 2

THICKNESS

(INCHES)

T-2 5 ST 6 BASE 7

THICKNESS

(INCHES) SC 2

THICKNESS

(INCHES) SC 2

THICKNESS

(INCHES) SC 2

APPROXIMATE

DEPTH OF SUBSOIL

OVEREXCAVATION 2,3

(FEET)

168+50 171+50 2.0 PLASTIC SOILS

172+50 173+50 2.0 PLASTIC SOILS

187+50 188+50 2.0 PLASTIC SOILS

250+50 251+50 2.0 PLASTIC SOILS

NOTES: 1. STATIONING IS APPROXIMATE AND WAS DETERMINED USING ELECTRONIC FILES PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

NOTES: 2. OVEREXCAVATION DEPTH BEGINS AT THE BOTTOM OF THE BASE COURSE.

NOTES: 3. SUBSOIL EXCAVATION SHOULD BE CONDUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 120-002.

NOTES: 4. UNDERDRAINS SHOULD BE INSTALLED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 120-002 (SHEET 2 OF 2) AND 440-001.

TABLE 6

APPROXIMATE LIMITS OF SUBSOIL EXCAVATION

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

BEGIN

STATIONING 1

(FEET)

END

STATIONING 1

(FEET)

DESCRIPTION OF

UNSUITABLE MATERIALS

FIGURES

DRAWN:

D. GODDEN, E.I.

CHECKED:

A. CRAIG, E.I.

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC.

OFFICE #: (850) 386-1253

TITLE:

PROJECT LOCATION MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

ENGINEER:

C. DUNKELBERGER, P.E.

CLIENT:

MOTT MACDONALD FLORIDA, LLC.

PROJ. NO.:

46-31-24-01

DATE:

MAY 2024

FIGURE NO.:

PROJECT LOCATION

NOT TO SCALE

CR 184 (QUINTETTE ROAD)

CR 197A (WOODBINE ROAD)

CR 18

4A

(B

ER

RYH

ILL

ROAD)

CR 197 (CHUMUCKLA HIGHWAY)

110100

Legend USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 8, Dothan fine sandy loam, 0 to 2 percent slopes 25, Lucy Loam sand, 0 to 5 percent slopes 30, Orangeburg sandy loam, 0 to 2 percent slopes 38, Red Bay sandy loam, 0 to 2 percent slopes 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2A

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 600

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

HATCH MATERIAL

POSSIBLE CLAY (LL > 50)

A

A A

A A

A A

A A

A A

A A

A A

A

A

A

)Ó

CR 197A (WOODBINE ROAD)

P-1

WB-RB-8

WB-RB-6

WB-RB-4

WB-RB-2

WB-RB-16

WB-RB-14

WB-RB-12

WB-RB-1

WB-RB-9

WB-RB-7

WB-RB-5

WB-RB-3

WB-RB-17

WB-RB-15

WB-RB-13

WB-RB-11

WB-RB-10

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 25, Lucy Loam sand, 0 to 5 percent slopes 30, Orangeburg sandy loam, 0 to 2 percent slopes 38, Red Bay sandy loam, 0 to 2 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2B

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

A

A A

A A

A

A

A

A

A

A A

A

A

A A

A

CO

BB

LE

ST

ON

E D

RI

VE

DOVE

DRIVE

CR 197A (WOODBINE ROAD)

WB-RB-33

WB-RB-30

WB-RB-29

WB-RB-25

WB-RB-24

WB-RB-23

WB-RB-22

WB-RB-21

WB-RB-18

WB-RB-32

WB-RB-31

WB-RB-28

WB-RB-27

WB-RB-26

WB-RB-20

WB-RB-19

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 8, Dothan fine sandy loam, 0 to 2 percent slopes 25, Lucy Loam sand, 0 to 5 percent slopes 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2C

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

211 212 213 214 215 216 217 218 219 220

)Ó

)Ó

A

A

A

A

A

A

A A

A

A A

A

A

A

A

A

A

A

A

A

A

A

A

CR 197A (WOODBINE ROAD)

CR 197 (CHUMUCKLA HIGHWAY)

CR

4A (B

ER

RY

HIL

L R

OA

D)

AS

HM

OR

E L

AN

E

P-3

P-2

44 5

BR-RB-3

BR-RB-2

BR-RB-1

WB-RB-43 WB-RB-48WB-RB-46WB-RB-44

WB-RB-42WB-RB-40

WB-RB-39

WB-RB-38

WB-RB-36

WB-RB-35

WB-RB-34

BR-RB-4

WB-RB-47WB-RB-45

WB-RB-41

WB-RB-37

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2D

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-02

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

A

A

A

A

A

A

A

A

A

A

CR

4A (B

ER

RY

HIL

L R

OA

D)

BE

RR

YH

ILL

O

AK

S

CO

UR

T

BR-RB-9

BR-RB-8

BR-RB-7

BR-RB-6

BR-RB-5

BR-RB-12

BR-RB-11

BR-RB-10

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2E

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

)Ó

A

A A

A A

A A

A A

A A

A A

A

A

A A

A A

CR 197 (CHUMUCKLA HIGHWAY)

RO

LL

ING

AC

ES

RO

AD

GAR

DE

NV

IEW

RO

AD

TU

NN

EL

RO

AD

P-4

WB-RB-64

WB-RB-62

WB-RB-60

WB-RB-58

WB-RB-56

WB-RB-54

WB-RB-52

WB-RB-50

WB-RB-63

WB-RB-61

WB-RB-59

WB-RB-57

WB-RB-55

WB-RB-53

WB-RB-51

WB-RB-49

WB-RB-65

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2F

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

A A

A A

A A

A A

A

A A

A A

A A

A A

CR 197 (CHUMUCKLA HIGHWAY)

SA

NT

A R

OS

A S

PO

RT

S C

OM

PL

EX

AC

CE

SS

RO

AD

5 WB-RB-81

WB-RB-79

WB-RB-77

WB-RB-75

WB-RB-73

WB-RB-72

WB-RB-70

WB-RB-68

WB-RB-66

WB-RB-80

WB-RB-78

WB-RB-76

WB-RB-74

WB-RB-71

WB-RB-69

WB-RB-67

Legend A Approximate Soil Boring Location )Ó Approximate Pavement Core Location

USGS Topographic Contours (10-feet) Centerline Const. CR 197/197A/184A

NRCS Map Unit Symbol, Map Unit Name 5, Bonifay loamy sand, 0 to 5 percent slopes 44, Troup loamy sand, 0 to 5 percent slopes

PREPARED:

ENGINEER:

CHECKED:

PROJ. NO.:

SCALE: DATE:

FIGURE NO.:

ENVIRONMENTAL AND GEOTECHNICAL

SPECIALISTS, INC

3676 HARTSFIELD ROAD

TALLAHASSEE, FLORIDA 32303

OFFICE #: (850) 386-1253

MAY 2024

2G

AERIAL VIEW MAP

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

A. CRAIG, E.I.

D. GODDEN, E.I.

D. GODDEN, E.I.

C. DUNKELBERGER, P.E. 46-31-24-01

REVISED:

AS SHOWN

0 100

Feet

COLOR DEPTH TO SHWT (FEET)

YELLOW 3.0 to 6.0

BROWN > 6.0

FIGURE 3A: PAVEMENT CONDITIONS ALONG WOODBINE ROAD

NEAR CORE P-1 (FACING NORTH)

FIGURE 3B: PHOTOGRAPH OF PAVEMENT CORE P-1

D. GODDEN, E.I.

CHECKED:

A. CRAIG, E.I.

ENVIRONMENTAL & GEOTECHNICAL

OFFICE #: (850) 386-1253

TITLE:

PHOTOGRAPHS OF SITE CONDITIONS

AND PAVEMENT CORES

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

ENGINEER:

C. DUNKELBERGER, P.E.

CLIENT:

MOTT MACDONALD FLORIDA, LLC.

PROJECT NO.:

46-31-24-01

DATE:

MAY 2024

FIGURE NO.:

3A & 3B

FIGURE 3C: PAVEMENT CONDITIONS ALONG WOODBINE ROAD

NEAR CORE P-2 (FACING NORTH)

FIGURE 3D: PHOTOGRAPH OF PAVEMENT CORE P-2

D. GODDEN, E.I.

CHECKED:

A. CRAIG, E.I.

OFFICE #: (850) 386-1253

TITLE:

PHOTOGRAPHS OF SITE CONDITIONS

AND PAVEMENT CORES

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

ENGINEER:

C. DUNKELBERGER, P.E.

CLIENT:

MOTT MACDONALD FLORIDA, LLC.

PROJECT NO.:

46-31-24-01

DATE:

MAY 2024

3C & 3D

FIGURE 3E: PAVEMENT CONDITIONS ALONG CHUMUCKLA HIGHWAY

NEAR CORE P-3 (FACING NORTH)

FIGURE 3F: PHOTOGRAPH OF PAVEMENT CORE P-3

D. GODDEN, E.I.

CHECKED:

A. CRAIG, E.I.

OFFICE #: (850) 386-1253

TITLE:

PHOTOGRAPHS OF SITE CONDITIONS

AND PAVEMENT CORES

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

ENGINEER:

C. DUNKELBERGER, P.E.

CLIENT:

MOTT MACDONALD FLORIDA, LLC.

PROJECT NO.:

46-31-24-01

DATE:

MAY 2024

3E & 3F

FIGURE 3G: PAVEMENT CONDITIONS ALONG CHUMUCKLA HIGHWAY

NEAR CORE P-4 (FACING NORTH)

FIGURE 3H: PHOTOGRAPH OF PAVEMENT CORE P-4

D. GODDEN, E.I.

CHECKED:

A. CRAIG, E.I.

OFFICE #: (850) 386-1253

TITLE:

PHOTOGRAPHS OF SITE CONDITIONS

AND PAVEMENT CORES

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

WOODBINE ROAD AT FIVE POINTS

SANTA ROSA COUNTY, FLORIDA

ENGINEER:

C. DUNKELBERGER, P.E.

CLIENT:

MOTT MACDONALD FLORIDA, LLC.

PROJECT NO.:

46-31-24-01

DATE:

MAY 2024

3G & 3H

CR 197A (WOODBINE ROAD)

ROADWAY "GENERALIZED" SOIL PROFILES

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

169+00

WB-RB-1

170+00

WB-RB-2

171+00

WB-RB-3

172+00

WB-RB-4

173+00

WB-RB-5

174+00

WB-RB-6

175+00

WB-RB-7

176+00

WB-RB-8

177+00

WB-RB-9

178+00

WB-RB-10

179+00

WB-RB-11

179+88

WB-RB-12

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4A46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY 2024

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

T

A

V D

'8

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

GNE

GNE

GNE

GNE

GNE

GNE

GNE GNE

GNE

GNE

GNE

SEE SPI 120-002 FOR REMOVAL DETAILS & LIMITS.

PLASTIC MATERIAL OVEREXCAVATION REQUIRED PER SPI 120-001.

GRADE LINE

PROPOSED

NOTES

6.

5.

4.

3.

2.

1.

PGL LINE FROM ROADWAY PROFILES ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

EXISTING GROUND SURFACE ELEVATION ESTIMATED USING ROADWAY CROSS-SECTIONS

GROUND SURFACE ELEVATIONS BASED ON FILES PROVIDED BY MOTT MACDONALD FLORIDA, INC.

NUMBERS TO RIGHT OF BORING INDICATE SPT N-VALUES OR EQUIVALENT.

SEE SOIL CLASSIFICATION DATA SHEETS FOR DETAILED MATERIAL PROPERTIES.

NUMBERS IN CENTER OF BORINGS INDICATE THE STRATUM NUMBER.

LEGEND

MEASURED GROUNDWATER

ESTIMATED "NORMAL" SEASONAL HIGH GROUNDWATER

GROUNDWATER NOT ENCOUNTEREDGNE

<15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

≥15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

CLAYEY FINE SAND (A-2-6)

GROUP SYMBOL

AASHTO CLASSIFICATION

(A-3)

CLAYEY SAND (A-6)

APPROXIMATE BOTTOM OF BASE

PROPOSED GRADE LINE (PGL)

EXISTING GROUND SURFACE AT PGL

BELOW PGL

ESTIMATED 12 INCHES

BOTTOM OF BASE

STA.:

BOR.:

181+00

WB-RB-13

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4B46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY 2024

9 13

182+00

WB-RB-14

183+00

WB-RB-15

184+00

WB-RB-16

185+00

WB-RB-17

186+25

WB-RB-18

187+00

WB-RB-19

188+00

WB-RB-20

189+00

WB-RB-21

190+00

WB-RB-22

191+00

WB-RB-23

192+00

WB-RB-24

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

GNE

GNE

GNE

GNE

GNE GNE

GNE

GNE

GNE

GNE

GNE

GNE

GRADE LINE

PROPOSED

SEE SPI 120-002 FOR REMOVAL DETAILS & LIMITS.

PLASTIC MATERIAL OVEREXCAVATION REQUIRED PER SPI 120-001.

NOTES

6.

5.

4.

3.

2.

1.

PGL LINE FROM ROADWAY PROFILES ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

EXISTING GROUND SURFACE ELEVATION ESTIMATED USING ROADWAY CROSS-SECTIONS

GROUND SURFACE ELEVATIONS BASED ON FILES PROVIDED BY MOTT MACDONALD FLORIDA, INC.

NUMBERS TO RIGHT OF BORING INDICATE SPT N-VALUES OR EQUIVALENT.

SEE SOIL CLASSIFICATION DATA SHEETS FOR DETAILED MATERIAL PROPERTIES.

NUMBERS IN CENTER OF BORINGS INDICATE THE STRATUM NUMBER.

LEGEND

MEASURED GROUNDWATER

ESTIMATED "NORMAL" SEASONAL HIGH GROUNDWATER

GROUNDWATER NOT ENCOUNTEREDGNE

<15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

≥15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

CLAYEY FINE SAND (A-2-6)

GROUP SYMBOL

AASHTO CLASSIFICATION

(A-3)

CLAYEY SAND (A-6)

APPROXIMATE BOTTOM OF BASE

PROPOSED GRADE LINE (PGL)

EXISTING GROUND SURFACE AT PGL

BELOW PGL

ESTIMATED 12 INCHES

BOTTOM OF BASE

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4C46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY 2024

STA.:

BOR.:

193+00

WB-RB-25

195+00

WB-RB-26

196+00

WB-RB-27

197+00

WB-RB-28

198+00

WB-RB-29

199+00

WB-RB-30

200+00

WB-RB-31

201+00

WB-RB-32

202+00

WB-RB-33

203+00

WB-RB-34

204+00

WB-RB-35

205+00

WB-RB-36

206+00

WB-RB-37

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GRADE LINE

PROPOSED

NOTES

6.

5.

4.

3.

2.

1.

PGL LINE FROM ROADWAY PROFILES ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

EXISTING GROUND SURFACE ELEVATION ESTIMATED USING ROADWAY CROSS-SECTIONS

GROUND SURFACE ELEVATIONS BASED ON FILES PROVIDED BY MOTT MACDONALD FLORIDA, INC.

NUMBERS TO RIGHT OF BORING INDICATE SPT N-VALUES OR EQUIVALENT.

SEE SOIL CLASSIFICATION DATA SHEETS FOR DETAILED MATERIAL PROPERTIES.

NUMBERS IN CENTER OF BORINGS INDICATE THE STRATUM NUMBER.

BELOW PGL

ESTIMATED 12 INCHES

BOTTOM OF BASE

APPROXIMATE

LEGEND

MEASURED GROUNDWATER

ESTIMATED "NORMAL" SEASONAL HIGH GROUNDWATER

GROUNDWATER NOT ENCOUNTEREDGNE

<15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

≥15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

CLAYEY FINE SAND (A-2-6)

GROUP SYMBOL

AASHTO CLASSIFICATION

(A-3)

CLAYEY SAND (A-6)

APPROXIMATE BOTTOM OF BASE

PROPOSED GRADE LINE (PGL)

EXISTING GROUND SURFACE AT PGL

CR 197 (CHUMUCKLA HIGHWAY)

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4D46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY 2024

209+00

WB-RB-38

210+00

WB-RB-39

211+00

WB-RB-40

212+00

WB-RB-41

213+00

WB-RB-42

213+69

WB-RB-43

215+00

WB-RB-44

216+00

WB-RB-45

216+99

WB-RB-46

218+01

WB-RB-47

219+00

WB-RB-48

13 2

4 2

9 2

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

GNE

GNE GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GRADE LINE

PROPOSED

NOTES

6.

5.

4.

3.

2.

1.

PGL LINE FROM ROADWAY PROFILES ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

EXISTING GROUND SURFACE ELEVATION ESTIMATED USING ROADWAY CROSS-SECTIONS

GROUND SURFACE ELEVATIONS BASED ON FILES PROVIDED BY MOTT MACDONALD FLORIDA, INC.

NUMBERS TO RIGHT OF BORING INDICATE SPT N-VALUES OR EQUIVALENT.

SEE SOIL CLASSIFICATION DATA SHEETS FOR DETAILED MATERIAL PROPERTIES.

NUMBERS IN CENTER OF BORINGS INDICATE THE STRATUM NUMBER.

BELOW PGL

ESTIMATED 12 INCHES

BOTTOM OF BASE

APPROXIMATE

LEGEND

MEASURED GROUNDWATER

ESTIMATED "NORMAL" SEASONAL HIGH GROUNDWATER

GROUNDWATER NOT ENCOUNTEREDGNE

<15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

≥15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

CLAYEY FINE SAND (A-2-6)

GROUP SYMBOL

AASHTO CLASSIFICATION

(A-3)

CLAYEY SAND (A-6)

APPROXIMATE BOTTOM OF BASE

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4E46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY 2024

220+00

WB-RB-49

221+00

WB-RB-50

221+72

WB-RB-51

222+99

WB-RB-52

223+94

WB-RB-53

225+00

WB-RB-54

226+00

WB-RB-55

226+99

WB-RB-56

228+02

WB-RB-57

229+00

WB-RB-58

230+00

WB-RB-59

230+99

WB-RB-60

2 4

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

A P

P R

O X I

M A

T E

E

L E

V A

T I O

N

(F

E E

V D

'8

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE

GNE GNE

GNE

GRADE LINE

PROPOSED

NOTES

6.

5.

4.

3.

2.

1.

PGL LINE FROM ROADWAY PROFILES ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

ON PLANS PROVIDED BY MOTT MACDONALD FLORIDA, LLC.

EXISTING GROUND SURFACE ELEVATION ESTIMATED USING ROADWAY CROSS-SECTIONS

GROUND SURFACE ELEVATIONS BASED ON FILES PROVIDED BY MOTT MACDONALD FLORIDA, INC.

NUMBERS TO RIGHT OF BORING INDICATE SPT N-VALUES OR EQUIVALENT.

SEE SOIL CLASSIFICATION DATA SHEETS FOR DETAILED MATERIAL PROPERTIES.

NUMBERS IN CENTER OF BORINGS INDICATE THE STRATUM NUMBER.

BELOW PGL

ESTIMATED 12 INCHES

BOTTOM OF BASE

APPROXIMATE

LEGEND

MEASURED GROUNDWATER

ESTIMATED "NORMAL" SEASONAL HIGH GROUNDWATER

GROUNDWATER NOT ENCOUNTEREDGNE

<15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

≥15% PASSING #200 SIEVE

SILTY FINE SAND (A-2-4)

CLAYEY FINE SAND (A-2-6)

GROUP SYMBOL

AASHTO CLASSIFICATION

(A-3)

CLAYEY SAND (A-6)

APPROXIMATE BOTTOM OF BASE

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

STA.:

BOR.:

REVISED:

CHECKED:

ENGINEER:

PROJ. NO.:

SCALE:

FIGURE NO.:

DATE:AS SHOWN

PREPARED:

SPECIALISTS, INC.

ENVIRONMENTAL AND GEOTECHNICAL

4F46-31-24-01

OFFICE #: (850) 386-1253

TALLAHASSEE, FLORIDA 32303

3676 HARTSFIELD ROAD

D. GODDEN, E.I.

D. GODDEN, E.I.

SANTA ROSA COUNTY, FLORIDA

WOODBINE ROAD AT FIVE POINTS

ROADWAY SOIL SURVEY & PAVEMENT SURVEY

"GENERALIZED" SOIL PROFILES

C. DUNKELBERGER, P.E.

A. CRAIG, E.I.

MAY…