20-E3.3 Culvert Design Calculations.pdf

FORT KING CULVERT EXTENSION DESIGN

Fort King Road Sidewalk (Hester Road to Coleman Avenue and Morningside Drive to Pasco High School Main Entrance)

Pasco County Work Order No. SDW004126.00 Task Order No. TED24-0149

Prepared for:

Pasco County, Florida Engineering Services Department

5418 Sunset Road New Port Richey, Florida 34652-1733

Prepared by:

Ayres Associates 8875 Hidden River Parkway, Suite 200

Tampa, Florida 33637

(813) 978-8688

May 29, 2025

Francis Haunstetter, P.E.

P.E. No. 56872

HaunstetterF New Stamp

Table of Contents

Item Page No.

1. Project Description……. …..……………….…….…………………………………..……………. 3

2. Design Criteria ………….………...……………...………………………….…….…...……….…. 3

Appendices:

Appendix A: Preliminary Roadway Plans …………………………………………..…….…….……. 4

Appendix B: Existing Culvert Assessment …………………………………….………….…. …..…. 7

Appendix C: Correspondence ………………………………………………………………………… 9

Appendix D: Culvert Extension Calculations.……………………………………….….…..….…… 11

Appendix E: Culvert Extension Plans …...……………...……………………………………….….. 47

1. PROJECT DESCRIPTION

This project consists of installing a sidewalk along the east side of Fort King Road south of the intersection of Old San Ann Road/Westview Avenue in Dade City, Florida. The road crosses a cast-in-place, two-barrel, concrete culvert approximately 500 feet south of this intersection. To provide room for the proposed sidewalk over this culvert, the east (upstream) end of the culvert will be extended. This calculation package provides calculations and plans for the culvert extension meeting the requirements of FDOT Index 400-289. Refer to Appendix D and E for the culvert extension calculations and plans, respectively.

The extension may be attached to the existing structure by installing adhesive dowels into the existing culvert and lapping them with reinforcement of the proposed extension. The existing headwall and wingwalls will be below the proposed groundline and can be abandoned in place.

The new headwall and wingwalls will be at approximately the same elevation as the existing. The headwall and wingwalls will be topped with a pedestrian barrier meeting the requirements of Index 515-051 to eliminate the drop-off hazard along the edge of the culvert.

The plans also provide scour countermeasures consisting of either riprap or gabions to remedy severe erosion adjacent to the northeast end of the existing culvert.

2. DESIGN CRITERIA

The extension is designed based on the following:

• Length = 9’-3” (from preliminary roadway plan)

• Skew = 15 deg. (from preliminary roadway plans)

• Double 5’-0” high x 6’-0” wide cast-in-place boxes will match the existing box openings

(based on existing culvert assessment report)

• Fill height over culvert = 2’-0” (from preliminary roadway cross-section)

• Wingwall height is the box opening plus fill height (5’-0” + 2’-0” = 7’-0”)

• Wingwall length is twice the wall height plus 2’-0” (7’-0” x 2 + 2’-0” = 16’-0”)

APPENDIX A – PRELIMINARY ROADWAY PLANS

HaunstetterF Callout Proposed Culvert Extension

HaunstetterF Callout Proposed Channel Bottom

APPENDIX B – EXISTING CULVERT ASSESSMENT

APPENDIX C - CORRESPONDENCE

This section not used at this time

APPENDIX D – CULVERT EXTENSION CALCULATIONS

FDOT Box Culvert Program Dimensions and Material Properties: Cast-in-Place Box

© 2024 Florida Department of Transportation

FDOT

Change Folder Data Files Folder

I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Data Files CIP\

Open Existing Data File (Required)

Refresh List1Cell_12x12Under06.dat 1Cell_15x12Under03.dat 2Cell_06x06Under04.dat 2Cell_12x08Under03.dat 2Cell_15x15Under06.dat Fort_King.dat GFRP06x04Under02.dat

Load Data File

Project Information

Fort King SidewalkProject Name/Location

Fort KingProject/Structure /Bridge No.

two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skewComment

FXH TVTDesigned by Checked by

02/27/2025 02/27/2025Date Date

Calculate Worksheet

Geometry and Box Dimensions

3/31/2025 1a-Properties&Dimensions-CIP.xmcd v6.0 1

2number of cells NoOfCells

2distance from top of opening to surface: Depth ft

6opening width of cell Wc ft

5opening height of cell Hc ft

(span-to-rise ratios exceeding 4-to-1 are not recommended) SDG 3.15.13

9.25length of culvert along centerline

Lc ft

12top slab thickness: Tt in (8 inch min.) SDG 3.15.6

12bottom slab thickness: Tb in (8 inch min.)

8exterior wall thickness: Tw in (8 inch min.)

8interior wall thickness: Ti in (8 inch min.)

0water head at top of opening: Head ft (typically = 0.0 feet)

2top slab haunch dimensions Hauncht in (default 2 inches per Standard Plans Index 400-289)

2bottom slab haunch dimensions Haunchb in (default 2 inches per Standard Plans Index 400-289)

New Box Left Extension Right Extension extension notes:

1.Two feet is added automatically to the length of culvert and corresponding rebar lengths for splicing to existing culvert per Index No. 289

2. When switching extension types, extension- specific variables require new user inputs (e.g. Hstart, Hend, & Lww) construction type Extension

Box skew angles measured from square, counterclockwise positive.

15box skew at left end Skewbox deg

15box skew at right end deg

Headwall Dimensions

3/31/2025 1a-Properties&Dimensions-CIP.xmcd v6.0 2

(headwall exceeding 2 feet above the top slab is beyond the intent of this program) left headwall height Hhw.left in left headwall width Bhw.left in

24right headwall height Hhw.right in

14right headwall width Bhw.right in

Material Properties

125density of soil: γsoil pcf

SDG 3.15.4

30soil friction angle: ϕ deg Typical design values: 28 deg to 30 deg

43200ksmodulus of subgrade reaction:

pcf Typical design values = 50 pci 86400pcf to 100 pci 172800pcf

5800qnom psf Typical design values= 3000 pcf to 6000 pcf nominal bearing capacity:

Slightly Aggressive Moderately Aggressive Extremely Aggressive

Envenvironmental class:

SDG 1.3

concrete strength for FDOT work: fc.default if inpEnv 0 3.4 ksi 5.5 ksi( ) 3.4 ksi

SDG 3.15.7

0user defined concrete strength fc.user ksi (input 0 to use the default)

150density of concrete: γconc pcf

SDG 3.15.4B

Carbon Steel Stainless Steel Glass Fiber Reinforced Polymer reinforcing type: ReinfType

60reinforcing yield strength: fy ksi

SDG 3.15.8

29000reinforcing elastic modulus: Ereinf ksi

Construction Vehicle Load (optional) Applies wheel load assuming no soil cover.

3/31/2025 1a-Properties&Dimensions-CIP.xmcd v6.0 3 construction wheel loads 1, 2, and 3: spacing between axles 1 and 2 & axles 2 and 3:

4 14ConWheel1 kip ConAxleSpacing1 ft

16 14ConWheel2 kip ConAxleSpacing2 ft

16ConWheel3 kip

Headwall Loads

0.03additional dead load if a barrier is located on top of the headwall:

Use 30 kips/ft in case a steel picket railing is added at a later date.BarrierDLhw kip ft

No Yes end of data entry

Calculate Worksheet set whether a line of truck wheels is considered as a loading:

ConsiderLLhw

Initialize Data

Save Data

Save Data File (optional) Note: Select an output folder by using the "Change Folder" option above.

Use current input file

Fort_King.dat Save Data FileFile Name

Write data out

3/31/2025 1a-Properties&Dimensions-CIP.xmcd v6.0 4

Reference:I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Read

Box Reinforcement Design: Cast-in-Place Box

© 2024 Florida Department of Transportation

FDOT

Project "Fort King Sidewalk" DesignedBy "FXH"

Comment "two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skew" CheckedBy "TVT"

FDOT

Box Culvert Analysis: InputDataFile "Fort_King.dat"

Box Loads - 93 pages

Headwall Loads - Approximately 15 pages

Box Geometry and Design Parameters

Box Geometry box end skew:

left Skewbox deg right

Program analyzes a one foot wide cross section:

bw 1ft top slab haunch:

Hauncht 2 in opening width of cell:

Wc 6ft exterior wall thickness:

Tw 8 in number of cells:

NoOfCells 2 exterior wall thickness:

Tw 8 in bottom slab haunch:

Haunchb 2 in bottom slab thickness:

Tb 12 in interior wall thickness:(2-cell Culverts) Ti 8 inImpact Factor:

Impact 0.2888

Box Section

HydraulicOpening Wc Hc NoOfCells 60 ft length of culvert along centerline: Lc 9.25ft

Extension 2 0 - new box (no extension)

1- left extension

2 - right extension water head at top of opening:

Head 0ft top slab thickness:

Tt 12 in opening height of cell:

Hc 5ft distance from top of opening to surface:

Depth 2ft

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 1

Soil properties depth of soil above top surface of slab:

modulus of subgrade reaction:

nominal bearing capacity:density of soil:

soil friction angle:

SoilHeight 1 ft γsoil 125 pcf ϕ 30 deg ks 43200 pcf qnom 5800 psf ks 25 pci

Material properties reinforcing modulus of elasticity:environmental class: reinforcing type: reinforcing strength:

Env 0 ReinfType 0 Fy 60 ksi Ereinf 29000 ksi

0 - slightly aggressive 1 - moderately aggressive 2 - extremely aggressive

0 - mild steel 1 - stainless steel

2 - GFRP

n/a for GFRP density of concrete: concrete strength preset for FDOT work:

concrete modulus of elasticity:

modular ratio:

γconc 150 pcf nmod 7.68 fc 3.4 ksi Ec 3778 ksi

Construction vehicle loads (optional) Applies wheel load assuming no soil cover.

construction wheel loads 1, 2, and 3:

spacing between axles 1 and 2 & axles 2 and 3:

ConWheel1 4 kip ConAxleSpacing1 14 ft

ConWheel2 16 kip ConAxleSpacing2 14 ft

ConWheel3 16 kip

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 2

Design and Check Box Main Reinforcing

Row1:Mom, Row2: Shear, Row3:, Axial

Strengthbox T

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

3.9 1.8 8.9 0.5 13.8 3.2 1.9 5.8 0.6 3.1 2.4 2.1 0.6 6.3 0.6 10.5 11.2 1.8 -4.2 7.1 9.7

4.6 -0.5 5.9 5.2 0.0 0.4 0.0 -0.5 0.0 0.0 0.0 0.0 2.7 11.3 -0.7 -7.5 0.0 8.2 9.8 7.1 -5.3

-0.8 0.0 0.0 0.0 0.0 4.6 -0.9 11.3 3.0 11.3 0.2 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Servicebox T

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

2.1 1.2 5.1 0.0 6.6 1.6 1.2 3.0 0.4 2.0 1.3 0.9 0.4 3.4 0.0 6.4 6.0 1.1 2.0 3.0 5.1

3.0 -0.1 3.3 2.7 0.0 1.2 0.0 -0.7 0.0 0.0 0.0 0.0 1.8 5.7 -1.6 -4.7 0.0 4.8 5.8 3.7 -3.3

0.3 0.0 0.0 0.0 0.0 3.0 -0.1 5.7 1.8 5.4 0.7 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Load Reinf. DataCross Section Notes:

1. Bars shown with the same color are combined as Bar Groups.

2. Colored numbers indicate moment analysis locations.

3. Colored numbers in parenthesis indicate shear analysis locations.

4. Black numbers refer to bar designations.

NoOfCells 2

Help On C-I-P Box Reinforcement Enter Box Transverse Reinforcing InputDataFile "Fort_King.dat"

Note: Shear generally controls slab and wall thicknesses and cracking generally controls reinforcement areas.

Bar Size Bar Spacing (in)

6 8

6 8

6 8

6 8

6 8

6 8

6 8

6 8

Calculate Worksheet

Check Box Main Reinforcement

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 3

1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

0.5

1.5

D/C Ratios for Cracking, Moment. Min Reinf. and Shear at Design Locations 0 to 20

Location Number

D /C

R at io

1.0

DC

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

0.09 0.15 0.25 0.00 0.29 0.07 0.05 0.14 0.02 0.07 0.08 0.04 0.05 0.16 0.00 0.33 0.26 0.00 0.00 0.00 0.00

0.15 0.18 0.33 0.02 0.51 0.20 0.24 0.34 0.07 0.18 0.16 0.12 0.06 0.24 0.02 0.39 0.42 0.00 0.00 0.00 0.00

0.20 0.24 0.42 0.03 0.42 0.26 0.31 0.29 0.09 0.24 0.21 0.17 0.08 0.31 0.03 0.42 0.42 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.76 0.91 0.66 0.49

Summary CheckCrackingbox "OK" Summary CheckMbox "OK" Summary CheckMinReinf( ) "OK"

Summary CheckShearbox "OK" Summary CheckMaxSpacingbox "OK"

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 4

Design and Check Box Longitudinal Reinforcing

To meet LRFD temperature and shrinkage requirements, reinforcement spacing should not exceed 12 inches.

index for longitudinal sections: il 0 4

Enter Box Longitudinal Reinforcing

Bar Designation Bar Size Bar Spacing (in)

4 8 D109

4 8 D110

4 8 D111

4 8 D112

4 8 D113,114,115...

D113, 114 ... for multi-cell boxes only

Calculate Worksheet

Check Box Longitudinal Reinforcement

108 109 110 111 112 113 114

0.5

1.5

D/C Long Temp Reinf D/C Long 12" Max Spacing D/C Long Distrib Reinf.

D/C Ratios for Longtudinal Reinforcement: Temperature, Spacing (12" Max), Distribution

Bar Designation

D /C

R at io

D109 D110 D111 D112 D113( )

D/CLongReinf

"TempReinf"

"Spacing 12"max"

"DistribReinf"

0.43

0.67

0.00

0.43

0.67

0.00

0.43

0.67

0.90

0.43

0.67

0.00

0.37

0.67

0.00

CheckAslong.box T 0 1 2 3 4

0 "OK" "OK" "OK" "OK" "OK"

Summary CheckAslong.box "OK"

Summary CheckAllbox "OK"

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 5

Save Data

Save Data File (optional)

Use current input file

Fort_King.dat Save Data FileFile Name

Write Data to File

3/31/2025 2a-BoxReinf-CIP.xmcd v6.0 6

Reference:I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Read

FDOT Box Culvert Program:

Cutoff Wall & Headwall Design

© 2024 Florida Department of Transportation

FDOT

Project "Fort King Sidewalk" DesignedBy "FXH"

Comment "two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skew" CheckedBy "TVT"

FDOT

InputDataFile "Fort_King.dat"

Design Parameters bw 1 ft :program analyzes a one foot wide cross section NoOfCells 2

Geometry and Box Dimensions

Extension 2 box end skew: top slab thickness: bottom slab thickness:

0 - new box (no extension)

1- left extension

2 - right extension

Tt 12 in Tb 12 inleft Skewbox deg right

Material properties environmental class: reinforcing type: reinforcing strength: reinforcing modulus of elasticity:

Env 0 ReinfType 0 Fy 60 ksi Ereinf 29000 ksi

0 - slightly aggressive 1 - moderately aggressive 2 - extremely aggressive

0 - mild steel 1 - stainless steel

2 - GFRP

n/a for GFRP density of concrete: concrete strength preset for FDOT work:

concrete modulus of elasticity:

modular ratio:

γconc 150 lbf ft nmod 7.68 fc 3.4 ksi Ec 3778 ksi

3/31/2025 3-Cutoffwall&Headwall.xmcd v6.0 1

Design and Check Cutoff Wall Reinforcing

InputDataFile "Fort_King.dat"

Notes:

Cutoff walls exceeding 2 feet below the bottom slab is beyond the intent of this program.

Height of Cutoff Wall includes the thickness of the bottom slab.

Load Reinf. Data

Left Cutoff Wall Dimensions Right Cutoff Wall Dimensions

24left cutoff wall height Hcw.left in right cutoff wall height Hcw.right in

12left cutoff wall width Bcw.left in right cutoff wall width Bcw.right in

Left Cutoff Wall Reinforcing Right Cutoff Wall Reinforcing

Bar Designation

Bar Size

Number of Bars or Bar Spacings

Bar Designation

Bar Size

Number of Bars or Bar Spacings

6 2Bars 807 Bars 810

6 2Bars 808 Bars 811

4 12 Calculate WorksheetBars 809 in Bars 812 in

Cutoff Wall Reinforcement Checks

3/31/2025 3-Cutoffwall&Headwall.xmcd v6.0 2

1 0 1 2 3 4 5 6 7 8 9 10 11

0.25

0.5

0.75

1.25

1.5 D/Cs Left Cutoff Wall D/Cs Right Cuttoff Wall

Left and Right Cutoff Wall Demand/Capacity Ratios D

C R at io

1.00

0-D/C Shear Midspan 1-D/C Cracking.Midspan 2-D/C ShearSupport

3-D/C Cracking.Support 4-D/C MomentMidspan 5-D/C As.min.Top

6-D/C Spacing.Top 7-D/C Spacing Stirrup 8-D/C Moment Support

9-D/C As.min Bottom 10-D/C Spacing Bottom

DCcw T

0 1 2 3 4 5 6 7 8 9 10

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.18 0.13 0.18 0.18 0.21 0.28 0.53 0.74 0.19 0.25 0.53

Left CW

Right CW

Shear generally controls wall size cracking generally controls reinforcement area

CheckVmidspan.cw

"ok"

CheckCrackingmidspan.cw

CheckVsupport.cw

CheckCrackingsupport.cw

Moment, minimum steel, and spacing checks

CheckMmidspan.cw

CheckAsmin.top.cw

CheckStop.cw

CheckSstirrup.cw

CheckMsupport.cw

CheckAsmin.bot.cw

CheckSbot.cw

Summary CheckAllcw "OK"

3/31/2025 3-Cutoffwall&Headwall.xmcd v6.0 3

Design and Check Head Wall Reinforcing

Design Dimensions and Parameters

Notes:

No lateral load analysis is performed on the headwall.

If significant horizontal loads are anticipated, supplemental calculations are required.

Height of Headwall includes the thickness of the top slab.

Headwalls exceeding 2 feet above the top slab is beyond the intent of this program.

left Headwall Skewbox deg right Headwall

Additional dead load if a barrier is located on top of the headwallBarrierDLhw 0.03 kip ft

This variable sets whether a line of truck wheels is considered as a loading.

1 means it is considered and 0 means not

ConsiderLLhw 1

Note: changes in height or width of the Headwall requires a recalculation of the Headwall Loads (1a-Properties&Dimensions-CIP.xmcd).

Left Headwall Dimensions Right Headwall Dimensions

24left headwall height Hhw.left in right headwall height Hhw.right in

14left headwall width Bhw.left in right headwall width Bhw.right in

Left Head Wall Reinforcing Right Head Wall Reinforcing

Bar Designation

Bar Size

Number of Bars or Bar Spacings

Bar Designation

Bar Size

Number of Bars or Bar Spacings

6 2Bars 801 Bars 804

6 2Bars 802 Bars 805

4 12 Calculate WorksheetBars 803 in Bars 806 in

Headwall Reinforement Checks

3/31/2025 3-Cutoffwall&Headwall.xmcd v6.0 4

1 0 1 2 3 4 5 6 7 8 9 10 11

0.25

0.5

0.75

1.25

1.5 D/Cs Left Head Wall D/Cs Right Head Wall

Left and Right Head Wall Demand/Capacity Ratios D

C R at io

1.00

0-D/C Shear Midspan 1-D/C Cracking.Midspan 2-D/C ShearSupport

3-D/C Cracking.Support 4-D/C MomentMidspan 5-D/C As.min.Top

6-D/C Spacing.Top 7-D/C Spacing Stirrup 8-D/C Moment Support

9-D/C As.min Bottom 10-D/C Spacing Bottom

DChw T

0 1 2 3 4 5 6 7 8 9 10

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.49 0.45 0.52 0.21 0.50 0.41 0.36 0.83 0.31 0.66 0.36

Left HW

Right HW

Shear generally controls wall size cracking generally controls reinforcement area

CheckVext.support.hw

CheckCrackingmidspan.hw

CheckVint.support.hw

CheckCrackingsupport.hw

Moment, minimum steel, and spacing checks

CheckMmidspan.hw

CheckAsmin.bot.hw

CheckSbot.hw

CheckSstirrup.hw

CheckMsupport.hw

CheckAsmin.top.hw

CheckStop.hw

Summary CheckAllhw "OK"

FDOT

Save Data

Save Data File (optional)

Use current input file

Fort_King.dat Save Data FileFile Name

Write Out Data to FIle

3/31/2025 3-Cutoffwall&Headwall.xmcd v6.0 5

Reference:I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Read

Wing Wall Design

© 2024 Florida Department of Transportation

FDOT

Project "Fort King Sidewalk" DesignedBy "FXH"

Comment "two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skew" CheckedBy "TVT"

FDOT

Wingwall Dimensions

Extension 2 ReinfType 0 InputDataFile "Fort_King.dat"

0 - new box (no extension)

1- left extension

2 - right extension

0 - mild steel 1 - stainless steel 2 - GFRP Load Wall Geometry and Reinforcement Data

Wingwall angles θ measured from box wall to wingwall (see Plan view) (allowable range for θ is 45 to 225 degrees).

Left End wingwall θ deg degLeft Begin wingwall θ

75Rightt End wingwall θ deg

105Rightt Begin wingwall θ deg

Wingwall height at start (see Plan and Elevation views)

Left End wingwall Hstart ft (typically Hc Hhw.left )

Left Begin wingwall Hstart ft (typically Hc Hhw.left )

7Rightt End wingwall Hstart ft (typically Hc Hhw.right )

7Rightt Begin wingwall Hstart ft (typically Hc Hhw.right )

3/31/2025 4-Wingwall.xmcd v6.0 1

1 rise slope of the soil below the top of the wingwall

EmbankmentSlope 2 (used to calculate the default wingwall length) runs slope of the soil that goes downward perpendicular to the top of the headwall

SideSlope 1 rise

(used to calculate the default wingwall length) runs

Initialize Data

Default values calculated by the program User defined values - Input 0 to use the default

Wingwall length (see Plan and Elevation views)

Left End wingwall Lww ft

Left Begin wingwall Lww ft Lww.default

16Rightt End wingwall Lww ft

16Rightt Begin wingwall Lww ft

Wingwall height at end (see Plan and Elevation views)

Left End wingwall Hend ft

Left Begin wingwall Hend ft Hend.default

7Rightt End wingwall Hend ft

7Rightt Begin wingwall Hend ft

Slope of backfill surface behind wingwall (+ for slope up from wall; − for slope down from wall)

If there are two headwalls and they are not parallel, defaultβdefault has to be overridden using βuser

Left End wingwall β deg βdefault

3.63

3.63

14.04

14.04 deg Left Begin wingwall β deg

14.0Rightt End wingwall β deg

14.0Rightt Begin wingwall β deg

3/31/2025 4-Wingwall.xmcd v6.0 2

Enter wall sizes

Note: as a general rule, Rh is usually 3 to 4 times Rt

Left End wingwall Rt in Rw in

Left Begin wingwall Rt in Rw in

18 14Rightt End wingwall Rt in Rw in

18 14Rightt Begin wingwall Rt in Rw in

Left End wingwall Rh ft Rd in

Left Begin wingwall Rh ft Rd in

6 14Right End wingwall Rh ft Rd in

6 14Right Begin wingwall Rh ft Rd in

No Yes set whether live load surcharge is considered as a loading: Calculate Worksheet

3/31/2025 4-Wingwall.xmcd v6.0 3

Wingwall Stability Checks nominal bearing capacity:

nominal bearing capacity is allowable bearing pressure(typically from Geotech Engr) multiplied by factor of safety qnom 5800 lbf θ deg β

3.63

3.63 deg

Lww ft Hstart ft Hend

Rt in Rw in Rh ft Rd in

CheckPressure

"ok"

"ok"

"ok"

"ok"

"ok"

"ok" checkPressure

0.5

0.5

0.61

0.61

0.5

0.5

0.44

0.44

CheckReaction1

CheckReaction2

3/31/2025 4-Wingwall.xmcd v6.0 4

Wingwall Reinforcing

Notes: Bars D403 & D405 are varies bars based on Bars D402 & D404 respectively.

Temp. bars D-06 use bar size and spacing of bars D-02.

To meet LRFD temperature and shrinkage requirements, wall reinforcement spacing should not exceed 12 inches.

Stem vertical reinforcing Stem horizontal reinforcing Stem temp. & shrinkage reinf.

Wingwall Location Bar

Designation Bar Size

Bar Spacing

Bar Designation

Bar Size

Bar Spacing

Bar Designation

Bar Size

Bar Spacing

Left End Bars D401 in Bars D404 in Bars D402 in

Left Begin Bars D501 in Bars D504 in Bars D502 in

6 6 4 9 4 12Right End Bars D601 in Bars D604 in Bars D602 in

6 6 4 9 4 12Right Begin Bars D701 in Bars D704 in Bars D702 in

Footing toe reinforcing Footing heel reinforcing Footing temp. & shrinkage reinf.

typically, Stoe=Svert.stem

Wingwall Location

Bar Designation

Bar Size

Bar Spacing

Bar Designation

Bar Size

Bar Spacing

Bar Designation

Bar Size

Bar Spacing

Left End Bars D409 in Bars D410 in Bars D411 in

Left Begin Bars D509 in Bars D510 in Bars D511 in

6 6 4 9 4 12Right End Bars D609 in Bars D610 in Bars D611 in

6 6 4 9 4 12Right Begin Bars D709 in Bars D710 in Bars D711 in

Calculate Worksheet

3/31/2025 4-Wingwall.xmcd v6.0 5

Initialize Data

Wing Wall Reinforcement Checks

Footing Reinforement Checks

Wingwall Demand Capacity Ratios

1 0 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 1819 20 21 22 23 24 2526 27 28 29 30 3132 33 34 35 36 37 3839 40 41 42 43 44 45

0.25

0.5

0.75

1.25

1.5 Wingwall Demand/Capacity Ratios

D C

R at io s 1

Wingwall Stem D/C Ratios 0-Cracking: Vertical 1-Cracking: Horizontal 2-Moment: Vertical 3-Shear: Vertical 4-Shear: Horizontal 5-Longitudinal Reinf.

6-Moment: Horizontal 7-As.min Vertical 8-As.min Horzontal

Wingwall Heel D/C Ratios 9-Cracking 10-Moment Case 1 11-Moment Case 2 12-Moment Case 3 13-Moment Case 4 14-Shear Case 1 15-Shear Case 2 16-Shear Case 3 17-Shear Case 4 18-As min Case 1 19-As min Case 2 20-As min Case 3 21-As min Case 4

Wingwall Toe D/C Ratios 22-Cracking 23-Moment Case 1 24-Moment Case 2 25-Moment Case 3 26-Moment Case 4 27-Shear Case 1 28-Shear Case 2 29-Shear Case 3 30-Shear Case 4 31-As min Case 1 32-As min Case 2 33-As min Case 3 34-As min Case 4

Wingwall Temp Reinf. D/C Ratios 35-Hook Development 36-As min Temp. Heel Case 1 37-As min Temp Heel Case 2 38-As min Temp Heel Case 3 39-As min Temp. Toel Case 1 40-As min Temp Toe Case 2 41-As min Temp Toe Case 3 42-As min Temp. Footing Case 1 43-As min Temp Footing Case 2 44-As min Temp FootingCase 3

WWdc T

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.19 0.07 0.20 0.23 0.06 0.26 0.10 0.27 0.14 0.10 0.16 0.15 0.09 0.09 0.08 0.08

0.19 0.07 0.20 0.23 0.06 0.26 0.10 0.27 0.14 0.10 0.16 0.15 0.09 0.09 0.08 ...

Summary SumCheckAllww "OK"

Wingwall Section View and Culvert Plan View Choose Wingwall Number to View

Wingwall #1 Wingwall #2 Wingwall #3 Wingwall #4

Plot Coordinates

3/31/2025 4-Wingwall.xmcd v6.0 6

0 5 10 15

Wingwall Elevation

0 5

Wingwall Section β idx

14 deg

Hstartidx 7 ft

Hstart idx

7 ft Hend idx

7 ft

Rw idx

14 in

Rd idx

14 in

Lww idx

16 ft Rtidx 18 in Rh idx 6 ft

10 5 0 5 10

Box

WW1

WW2

WW3

WW4

Plan View - Culvert and Wingwalls

Lc 9.25 ft

Wc 6 ft

Skewbox

Lww θ

Extension 2

0 = none 1 = left 2 = right

3/31/2025 4-Wingwall.xmcd v6.0 7

Save Data

Save Data File (optional)

Use current input file

Fort_King.dat Save Data FileFile Name

Write Out Data to File

3/31/2025 4-Wingwall.xmcd v6.0 8

Reference:I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Read

Estimate of Quantities

© 2024 Florida Department of Transportation

FDOT

Project "Fort King Sidewalk" DesignedBy "FXH"

Comment "two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skew" CheckedBy "TVT"

FDOT

Quantities Calculations

0 10

Plan - Box Culvert

Length in feet

W id th in f ee t

0 5 10

Cross Section - Box Culvert

Width in feet

H ei gh t i n fe et

Box Dimensions HydraulicOpening Wc Hc NoOfCells HydraulicOpening 60 ft

SoilHeight 1 ft

NoOfCells 2 Wc 6 ft Hc 5 ft Lc 9.25 ft θ T 0 0 75 105( ) deg Head 0 ft

Tt 12 in Tb 12 in Tw 8 in Ti 8 in Cover 2 in Depth 2 ft

Cutoff wall and Headwall Dimensions

Skewleft 15 deg Blhw 0 in Hlhw 0 in Blcw 0 in Hlcw 0 in

Skewright 15 deg Brhw 14 in Hrhw 24 in Brcw 12 in Hrcw 24 in

3/31/2025 5-Quantities.xmcd v6.0 1

Wingwall Dimensions

0 5 10

Cross Section - First Wingwall

Width in feet

H ei gh t i n fe et

Rt in Rw in Rh in Rd in β

3.63

3.63

0 10

Elevation - First Wingwall

Width in feet

H ei gh t i n fe et

Hend ft Hstart ft Lww ft θ

3/31/2025 5-Quantities.xmcd v6.0 2

Summary of Concrete Quantities

Volcw.left 0 yd

Volcw.right 0.54 yd

Volbot.slab 6.61 yd

Volwalls 4.17 yd

Voltop.slab 5.83 yd

Volhw.left 0 yd

Volhw.right 0.63 yd

Volwall

0.00

0.00

4.84

4.84 yd

Volww.cowall

0.00

0.00

0.49

0.49

Volfooting

0.00

0.00

5.78

5.99

TotalVolwingwall

0.00

0.00

11.12

11.33

Volbox 17.82 yd

Volwall 9.68 yd

TotalVolfooting 12.76 yd

TotalVolume 40.26 yd

Summary of Soil and Miscellaneous Values

Ec 3778 ksi fc 3.4 ksi Extension 2 Env 0 ReinfType 0

0 - new box (no extension)

1- left extension

2 - right extension

0 - slightly aggressive 1 - moderately aggressive 2 - extremely aggressive

0 - mild steel 1 - stainless steel

2 - GFRP

Ereinf 29000 ksi nmod 7.68

0 - No 1 - Yes

0 - No 1 - YesConsiderLLSurchargeww 1 ConsiderLLhw 1 BarrierDLhw 0.03 kip γsoil 125 lbf ft ks 43200 lbf ft ϕ 30 deg qnom 5800 lbf

Summary of Reinforcement Check Values

Checkbox "OK" Checkcw "OK" Checkhw "OK" Checkww "OK" TotalCheck "OK" top slab, top mat top slab, bot mat interior wall(s) exterior walls bot slab, both m.

top slab, top mat top slab, bot mat bot slab, top mat bot slab, bot mat

BarSizeslabs

Sslabs in BarSizelong

Slong interior wall(s) exterior walls top corner bot cornerBarSizewalls

Swalls in BarSizecorners

Scorners top bar, left cw bot bar, left cw BarSizecw

Numcw top bar, right cw StirSizecw

Sstirrup.cw bot bar, right cw top bar, left hw bot bar, left hw StirSizehw

Sstirrup.hw

BarSizehw

Numhw top bar, right hw bot bar, right hw

3/31/2025 5-Quantities.xmcd v6.0 3

Reinforcement List - Main Box click table below to reveal scroll bar...

Reinfbox

0 1 2 3 4

"Bar Location" "Size" "Desig" "Len" "Num"

"top face, top slab" 6 101 13.67 12

" ....varies" 6 201 11.17 5

" ....varies" -1 0 1.21 0

" ....varies" 6 301 11.17 5

" ....varies" -1 0 1.21 0

"bot face, top slab" 6 102 13.67 12

" ....varies" 6 202 11.17 5

" ....varies" -1 0 1.21 0

" ....varies" 6 302 11.17 5

" ....varies" -1 0 1.21 0

"top face, bot slab" 6 103 13.67 14

" ....varies" 6 203 11.17 5

" ....varies" -1 0 1.21 0

" ....varies" 6 303 11.17 5

" ....varies" -1 0 1.21 0

"bot face, bot slab" 6 104 13.67 14

" ....varies" 6 204 11.17 5

" ....varies" -1 0 1.21 0

" ....varies" 6 304 11.17 5

" ....varies" -1 0 1.21 0

"top ext corner" 6 105 7.24 34

"bot ext corner" 6 106 7.24 34

"each corner, int wall" 6 107 5.64 68

"inside face, ext wall" 6 108 6.66 34 long top face, bot slab" 4 109 12.42 22 long top face, top slab" 4 110 10.92 22 long bot face, top slab" 4 111 10.59 22 long bot face, bot slab" 4 112 12.42 22 ong each face, ext wall" 4 113 10.92 ...

3/31/2025 5-Quantities.xmcd v6.0 4

Reinforcement Lists - Left Begin and Left End Wingwalls

Rw

3/31/2025 5-Quantities.xmcd v6.0 5

Reinforcement Lists - Right Begin and Right End Wingwalls

"Bar Location"

"wall vert, soil side"

"wall horiz, front side"

"wall horiz, soil side"

"wall vert, front side"

"wall vert, soil side"

"top footing heel"

"bot footing toe"

"temp footing"

"wall to box ties"

"Size"

"Desig"

"Len"

6.75

15.67

15.67

6.75

5.93

8.33

8.33

15.67

"Num"

"Type"

"A"

"G"

"B"

6.75

15.67

15.67

6.75

2.33

8.33

8.33

15.67

"C"

3.6

"D"

"E"

"F"

"H"

"J"

"K"

"Bar Location"

"wall vert, soil side"

"wall horiz, front side"

"wall horiz, soil side"

"wall vert, front side"

"wall vert, soil side"

"top footing heel"

"bot footing toe"

"temp footing"

"wall to box ties"

"Size"

"Desig"

"Len"

6.75

15.67

15.67

6.75

5.93

8.33

8.33

15.67

"Num"

"Type"

"A"

"G"

"B"

6.75

15.67

15.67

6.75

2.33

8.33

8.33

15.67

"C"

3.6

"D"

"E"

"F"

"H"

"J"

"K"

3/31/2025 5-Quantities.xmcd v6.0 6

Reinforcement Lists - Headwalls and Cutoff Walls

Rh

Rh

"Bar Location"

"top"

"bottom"

"stirrups"

"Size"

"Desig"

"Len"

14.16

14.16

5.06

"Num"

"Type"

"A"

"G"

"B"

14.16

14.16

1.6

"C"

0.83

"D"

"E"

0.42

"F"

1.19

"H"

0.67

"J"

0.67

"K"

"N"

Rc

Rc

"Bar Location"

"top"

"bottom"

"stirrups"

"Size"

"Desig"

"Len"

14.16

14.16

4.88

"Num"

"Type"

"A"

"G"

"B"

14.16

14.16

1.6

"C"

0.67

"D"

0.5

"E"

0.5

"F"

"H"

"J"

"K"

"N"

3/31/2025 5-Quantities.xmcd v6.0 7

Reference:I:\62\00 Roadway\62022302 Fort King Rd Sidewalk\05 Design\01 Structures\01 Design Calculations\BoxCulvertV6.0-Mcad15\Read

Cast-in-Place Box Design Load Rating

© 2024 Florida Department of Transportation

FDOT

Project "Fort King Sidewalk" DesignedBy "FXH"

Comment "two cell, 5' H x 6' W, 9'-3" extension, 15 deg. skew" CheckedBy "TVT"

FDOT

Box Geometry and Design Parameters

Calculate Worksheet Box Geometry bw 1 ft :program analyzes a one foot wide cross section number of cells: distance from top of opening to surface:

opening width of cell: opening height of cell: centerline length of culvert

NoOfCells 2 Depth 2 ft Wc 6 ft Hc 5 ft Lc 9.25 ft top slab thickness: bottom slab thickness: exterior wall thickness: interior wall thickness: water head at top of opening:

Tt 12 in Tb 12 in Tw 8 in Ti 8 in Head 0 ft

Extension 2 0 - new box (no extension)

1- left extension

2 - right extension

HydraulicOpening Wc Hc NoOfCells 60 ft

Soil Properties depth of soil above top surface of slab:

density of soil: soil friction angle: modulus of subgrade reaction:

nominal bearing capacity:

SoilHeight 1 ft γsoil 125 lbf ft ϕ 30 deg ks 43200 lbf ft qnom 5800 lbf

Material Properties environmental class: reinforcing type: reinforcing strength: reinforcing modulus of elasticity:

Env 0 ReinfType 0 Fy 60 ksi Ereinf 29000 ksi

0 - slightly aggressive 1 - moderately aggressive 2 - extremely aggressive

0 - mild steel 1 - stainless steel

2 - GFRP

n/a for GFRP density of concrete: concrete strength preset for FDOT work:

concrete modulus of elasticity:

modular ratio:

γconc 150 lbf ft nmod 7.68 fc 3.4 ksi Ec 3778 ksi

3/31/2025 6-BoxLoadRating-CIP.xmcd v6.0 1

Box Main Reinforcing Summary

Cross Section Notes:

1. Bars shown with the same color are combined as Bar Groups.

2. Colored numbers indicate moment analysis locations.

3. Colored numbers in parenthesis indicate shear analysis locations.

4. Black numbers refer to bar designations.

Reinforcing bar size and spacing

Generally, reinforcement should be at least a #3 bar and spacing should not exceed 12 inches.

Note: Shear generally controls slab and wall thicknesses and cracking generally controls reinforcement areas

Bar Designation (section number) Bar Sizes & Spacings used in analysis

D105(9,0,5) D101(2) BarSizecorners

Scorners

D106(9,7,13)

D102(1,3,4) BarSizeslabs

Sslabs

D103(12,14,16) D107(11)

BarSizewalls

Swalls

D104(15) D108(6,8,10)

Reinforcing Bar Size Per Location:

BarSizeBoxT 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Reinforcing Bar Spacing Per Location (in):Sbox

T in 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

0 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8

Area of Reinforcing Steel Per Unit Width Per Location (in^2) Note: Unit Width Set to 1ft Default:

AsT in

0 0.66 0.23 0.66 0.66 0.66 0.66 0.34 0.66 0.34 0.66 0.66 0.66 0.23 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66

3/31/2025 6-BoxLoadRating-CIP.xmcd v6.0 2

Import Box Load Data (generated in Worksheet 2)

ForceFL120 ForceFL120.box FL120 truck ForceHL93 Forcell.box HL-93 design truck or tandem (governing)

Forceev Forceev.box vertical earth pressure Forceeh Forceeh.box horizontal earth pressure

Forcees Forcees.box earth surcharge Forcewa Forcewa.box water

Forcedc Forcedc.box self weight (concrete) Forcels Forcels.box live load surcharge

Forcelane.box 0 use of a lane load eliminated for culverts in LRFD 2017

Design Load Rating: Strength I (Inventory) Combinations, HL-93:

Strength I-A max V, min H

Strength A

1.25 Forcedc 1.30 Forceev 0.5 Forceeh Forcees 1.75 ForceHL93 1.0 Forcewa

Strength I-B min V, max H

Strength B

0.9 Forcedc 0.9 Forceev 1.35 Forceeh Forcees 1.75 Forcels

Strength I-C max V, max H

Strength C

1.25 Forcedc 1.30 Forceev 1.35 Forceeh Forcees 1.75 Forcels 1.75 ForceHL93

Strength I Inventory Load Rating Calculations

Governing Load Rating Factor Per Location:

RFdisplaydesign.inventory T

0 9.09 4.99 4.1413.87 2.62 5.93 4.10 4.22 6.27 6.59 8.7010.11 6.83 6.0417.18 2.82 3.17 1.33 1.10 1.95 2.31

Design Load Rating Factor for Strength I (Inventory), HL-93:

min RFdesign.inventory 1.1

Design Load Rating:Strength I (Operating) Combinations, HL-93:

Multiple presence factor for HL93 operating was changed from 1.20 to 1.0 in FDOT Bridge Load Rating Manual 2019.

Scale down the HL93 effects by 1.20

Strength I-A max V, min H

Strength A

1.25 Forcedc 1.30 Forceev 0.5 Forceeh Forcees 1.35

ForceHL93

1.20

1.0 Forcewa

Strength I-B min V, max H

Strength B

0.9 Forcedc 0.9 Forceev 1.35 Forceeh Forcees 1.35 Forcels

Strength I-C max V, max H

3/31/2025 6-BoxLoadRating-CIP.xmcd v6.0 3

Strength C

1.25 Forcedc 1.30 Forceev 1.35 Forceeh Forcees 1.35 Forcels 1.35 ForceHL93

1.20

Strength I Operating Load Rating Calculations

Governing Load Rating Factor Per Location:

RFdisplaydesign.operating T

0 13.31 7.76 6.4320.84 4.07 8.54 6.47 6.24 9.66 9.9412.9715.33 9.99 9.0325.61 4.39 4.92 2.07 1.72 3.01 3.60

Design Load Rating Factor for Strength I (Operating), HL-93:

min RFdesign.operating 1.72

Permit Load Rating: Strength II Combinations, FL-120:

Strength II-A max V, min H

Strength A

1.25 Forcedc 1.30 Forceev 0.5 Forceeh Forcees 1.35 ForceFL120 1.0 Forcewa

Strength II-B min V, max H

Strength B

0.9 Forcedc 0.9 Forceev 1.35 Forceeh Forcees 1.35 Forcels

Strength II-C max V, max H

Strength C

1.25 Forcedc 1.30 Forceev 1.35 Forceeh Forcees 1.35 Forcels 1.35 ForceFL120

StrengthII FL120 Load Rating Calculations

Governing Load Rating Factor Per Location:

RFdisplaydesign.permit T

0 7.95 3.87 3.21 11.58 2.03 5.44 3.14 3.47 4.91 5.23 7.46 8.02 5.3 5.1 14.63 2.74 2.6 1.38 1.13 1.6 2.69

Permit Load Rating Factor for Strength II, FL-120:

min RFdesign.permit 1.13

3/31/2025 6-BoxLoadRating-CIP.xmcd v6.0 4

Load Rating Summary Tables

Load Rating Summary Table Calculations

General Load Factors & Weight:

LRFR

"Limit State"

"Str. I (Inv.)"

"Str. I (Op.)"

"Str. II"

"Vehicle"

"HL-93"

"HL-93"

"FL-120"

"Weight(tons)"

"N/A"

"N/A"

"LL"

1.75

1.35

1.35

"DC min/max"

"0.9/1.25"

"0.9/1.25"

"0.9/1.25"

"EV min/max"

"0.9/1.30"

"0.9/1.30"

"0.9/1.30"

"EH min/max"

"0.5/1.35"

"0.5/1.35"

"0.5/1.35"

Moment (Strength):

LRFRmoment

"Limit State"

"Str. I (Inv.)"

"Str. I (Op.)"

"Str. II"

"Vehicle"

"HL-93"

"HL-93"

"FL-120"

"LL/(*PL)"

6.48

5.4

8.63

"Rating Factor"

2.62

4.07

2.03

"Tons"

"NA"

"NA"

122.09

"Location (see below)"

Shear (Strength):

*PL-permanent loads (including water)LRFRshear

"Limit State"

"Str. I (Inv.)"

"Str. I (Op.)"

"Str. II"

"Vehicle"

"HL-93"

"HL-93"

"FL-120"

"LL/(*PL)"

6.87

5.72

8.7

"Rating Factor"

1.1

1.72

1.13

"Tons"

"NA"

"NA"

67.81

"Location (see below)"

Governing Rating Factor:

Summary "Limit State"

"Str. I (Inv.)"

"Vehicle"

"HL-93"

"Weight(tons)"

"NA"

"Rating Factor"

1.1

"Governing Mode"

"Shear"

"Location (see below)"

Dimensions X, Y, Z, XX, ZZ:

distance along centerline culvert from outside exterior wall face to...

DimX.top 0.67 ft locations 0, & 1

DimX.bot 0.67 ft locations 12 & 13

DimY 3.67 ft locations 4 & 16

DimZ.top 6.67 ft locations 2 & 3

DimZ.bot 6.67 ft locations 14 & 15

DimXX.top 1.55 ft location 17

DimXX.bot 1.55 ft location 19

DimZZ.top 5.78 ft location 18

Section Locations DimZZ.bot 5.78 ft location 20

3/31/2025 6-BoxLoadRating-CIP.xmcd v6.0 5

APPENDIX E – CULVERT EXTENSION PLANS

LOCATION

41+34.60

STRUCTURE

/BRIDGE

NUMBER

FORT KING

STRUCTURE

/BRIDGE

NUMBER

FORT KING

STRUCTURE

/BRIDGE

NUMBER

FORT KING

STRUCTURE

/BRIDGE

NUMBER

FORT KING

STRUCTURE

/BRIDGE

NUMBER

FORT KING

WINGWALL NOTE:

DATE BY

BOX CULVERT DATA TABLES

BOX, HEADWALL AND CUTOFF WALL DATA TABLE (inches unless shown otherwise) I Table Date 7-01-09

STRUCTURE BOX HEADWALL AND CUTOFF WALL

/BRIDGE

NUMBER Wc(ft) Hc(ft) Tt Tw Tb Ti #cells Lc(ft) Cover Blhw Hlhw Brhw Hrhw Blew Hlcw Brew Hrcw SL(deg) SR(deg)

FORT KING 6 5 12 8 12 8 2 9.25 2 0 0 14 24 0 0 12 24 15 15

LEFT SIDE WINGWALLS DAT A TABLE (inches unless shown otherwise) I Table Date 01-01-11

LEFT END WINGWALL LEFT BEGIN WINGWALL

Rt Rw Rh Rd He(ft) Hs(ft) Lw(ft) Rt Rw Rh Rd SW(deg) � (deg) He(ft) Hs(ft) Lw(ft)

0 0 0 0

SW(deg) � (deg)

0 0 0 0 0 0 0 0 0 0 0 0 0 0

RIGHT SIDE WINGWALLS DAT A TABLE (inches unless shown otherwise) I Table Date 01-01-11

RIGHT END WINGWALL RIGHT BEGIN WINGWALL

NOTES [Notes Date 12-18-24]:

Rt Rw Rh Rd SW(deg) � (deg) He(ft) Hs(ft) Lw(ft) Rt Rw Rh Rd SW(deg) � (deg) He(ft) Hs(ft) Lw(ft)

18 14 72 14 75 14 7 7 16 18 14 72 14 105 14 7 7 16

1. Environmental Class Slightly Agressive

2. Reinforcing Steel , Grade 60

3. Concrete Class II f'c = 3.4 ksi

ESTIMATED CONCRETE QUANTITIES (CY) I Table Date 7-01-13 4. Soil Properties:

Soil parameters are based on the Geotechnical Engineering Services

BOX LEFT END LEFT BEGIN RIGHT END RIGHT BEGIN Report dated November I, 2024, by MC Squared , LLC (MC 2 Project

WINGWALL WINGWALL WINGWALL WINGWALL No. T 022403.017 _G).

Left Right

Bottom Top Left Right

Sub Cutoff Cutoff

Slab Walls

Slab Head Head

Total Footing Wall Sub

Footing Wall Sub

Footing Wall Sub

Footing Wall Sub Friction Angle 30 degrees

Wall Wall Wall Wall Total Total Total Total Modulus of Subgrade Reaction 43,200 pcf

0 0.537 6.61 4. 17 5.83 0 0.626 17.8 0 0 0 0 0 0 6.28 4.84 11 . 1 6.49 4.84 11 .3 Nominal Bearing Resistance 5,800 psf

5. Work this Drawing with Standard Plans Index 400-289 and Sheets 82-83

6. Settlement criteria for Precast Box Culvert option (Index 400-291):

MAIN STEEL REINFORCEMENT SPACING (inches) I Table Date 7-01-09 Long Term Differential Settlement (tiY) = 0.50 in.

Effective Length for Settlement (L) = 9.25 ft.

BOX HEADWALLS 'CUTOFF WALLS

7. Connection Types permitted for Box Culvert Extensions:

101 102 103 104 105 106 107 108 109 110 111 112 113 114 115, 803 806 809 812 Type I or Type II 116 ...

8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 0 12 0 12 8. Quantities for Type I and Type II Connections include 2 ft. additional payment length beyond Le for connection to existing box culvert.

(See Summary of Box Culvert Quantities box in Plans)

WINGWALL STEEL REINFORCEMENT SPACING (inches) I Table Date 7-01-09

LEFT END WINGWALL LEFT BEGIN WINGWALL RIGHT END WINGWALL RIGHT BEGIN WINGWALL

401 402 404 501 502 504 601 602 604 701 702 704 407(8) (403) (405)

406 409 410 411 507(8) (503) (505)

506 509 510 511 607(8) (603) (605)

606 609 610 611 707(8) (703) (705)

706 709 710 711

0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 12 9 12 6 9 12 6 12 9 12 6 9 12

Bar designations in "( )" are only required for variable height wingwalls.

R.E.'-/ISIC::,NS DRAWN BY: SHEET TITLE·

REF. DWG. NO.

OMS 12-24 PASCO COUNTY

BOX CULVERT DATA TABLES DESCRIPTION DATE BY DESCRIPTION FRANCIS X. HAUNSTETTER, P.E.

CHECKED BY: IPUBUC WORKS DIRIPARTMENT

License Number: 56872 FXH 12-24 AYRES ASSOCIATES DESIGNED BY: ROAD NO. COUNTY WORK ORDER NO.

PROJECT NAME·

8875 HIDDEN RIVER PARKWAY, SUITE 200 FXH 12-24

SHEET NO.

TAMPA, FL 33637

CHECKED BY: NIA PASCO SDW004126.00 FORT KING RD SIDEWALK DESIGN

TVT 12-24

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D a ta

B2

REINFORCING BAR SCHEDULE (1 OF 2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY WORK ORDER NO.

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

N/A PASCO SDW004126.00

PUBLIC WORKS DEPARTMENT

PASCO COUNTYDMS 12-24

FXH 12-24

FXH 12-24

TVT 12-24

TAMPA, FL 33637

8875 HIDDEN RIVER PARKWAY, SUITE 200

AYRES ASSOCIATES

License Number: 56872

FRANCIS X. HAUNSTETTER, P.E.

MARK LENGTH NO TYP STY B C D E F H J K N ϕ

SIZE DES FT IN BARS BAR A G FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR NO ANG

Box Culvert

LOCATION Main Box NO. REQUIRED = 1

6 101 -13 9 12 1 -13 8

6 201

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 301

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 102 -13 9 12 1 -13 8

6 202

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 302

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 103 -13 9 14 1 -13 8

6 203

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 303

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 104 -13 9 14 1 -13 8

6 204

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 304

VARY

-11 3

1 Set of 5

-11 2

-1 2 ½

6 105 -7 3 34 10 -2 7 ¼ -4 7 ¾

6 106 -7 3 34 10 -2 7 ¼ -4 7 ¾

6 107 -5 8 68 10 -1 0 -4 7 ¾

6 108 -6 8 34 1 -6 8

4 109 -12 6 22 1 -12 5

4 110 -11 0 22 1 -10 11

4 111 -10 8 22 1 -10 7

4 112 -12 6 22 1 -12 5

4 113 -11 0 16 1 -10 11

4 114 -11 0 16 1 -10 11

4 115 -10 4 16 1 -10 3 ¼

FORT KING RD SIDEWALK DESIGN

H

E O

F F

IC

IA

L R

E C

O R

D O

F T

H

IS

S H

E E

T I

S T

H E

E L

E C

T R

O N

IC

F

IL

E

D

IG

IT

A

L L

Y S

IG

N

E D

A N

D S

E A

L E

D U

N D

E R

R U

L E

G

-2

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F

.A .C

/3

/2

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:3

P

M S te p h e n s D

S h e e ts

.d g n

C

U s e r s \S te p h e n s D

\O n e D r iv e

A y r e s A s s o c ia te s I n c \D e s k to p

\P r o je c ts

\R o a d w a y

\F t.

K in g \C

A D

D \s tr u c tu r e s \C u lv e r t

D a ta

B3

REINFORCING BAR SCHEDULE (2 OF 2)

REF. DWG. NO.

SHEET NO.

SHEET TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

DESIGNED BY:

CHECKED BY:

ROAD NO. COUNTY WORK ORDER NO.

REVISIONS

DATE BY DESCRIPTION DATE BY DESCRIPTION

N/A PASCO SDW004126.00

PUBLIC WORKS DEPARTMENT

PASCO COUNTYDMS 12-24

FXH 12-24

FXH 12-24

TVT 12-24

TAMPA, FL 33637

8875 HIDDEN RIVER PARKWAY, SUITE 200

AYRES ASSOCIATES

License Number: 56872

FRANCIS X. HAUNSTETTER, P.E.

LOCATION Right End Wingwall NO. REQUIRED = 1

6 601 -6 9 33 1 -6 9

4 602 -15 9 8 1 -15 8

4 604 -15 9 11 1 -15 8

4 606 -6 9 22 1 -6 9

6 607 -6 0 33 10 -2 4 -3 7 ¼

6 609 -8 4 33 1 -8 4

4 610 -8 4 22 1 -8 4

4 611 -15 9 20 1 -15 8

5 612 -2 0 11 1 -2 0

LOCATION Right Begin Wingwall NO. REQUIRED = 1

6 701 -6 9 33 1 -6 9

4 702 -15 9 8 1 -15 8

4 704 -15 9 11 1 -15 8

4 706 -6 9 22 1 -6 9

6 707 -6 0 33 10 -2 4 -3 7 ¼

6 709 -8 4 33 1 -8 4

4 710 -8 4 22 1 -8 4

4 711 -15 9 20 1 -15 8

5 712 -2 0 11 1 -2 0

LOCATION Right Headwall NO. REQUIRED = 1

6 804 -14 2 2 1 -14 2

6 805 -14 2 2 1 -14 2

4 806 -5 1 15 27 -1 7 ¼ -0 10 -0 0 -0 5 -1 2 ¼ -0 8 -0 8

LOCATION Right Cutoff Wall NO. REQUIRED = 1

6 810 -14 2 2 1 -14 2

6 811 -14 2 2 1 -14 2

4 812 -4 11 15 7 -1 7 ¼ -0 8 -0 6 -0 6

MARK LENGTH NO TYP STY B C D E F H J K N ϕ

SIZE DES FT IN BARS BAR A G FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR NO ANG

Box Culvert (Continued)

FORT KING RD SIDEWALK DESIGN