HomeMy WebLinkAboutSDP201400061 Calculations Final Site Plan and Comps. 2014-10-24 Virginia Departir f Transportation—Pavement Design Guid 996(rev2000)
Appendix IV
Flexible Pavement Design Worksheet for New Subdivision Streets
This sheet is intended for use and submission in conjunction with VDOT's Subdivision Street Requirements
County P1lberoaY to Cvuvt-tij Date: to — 214— I
Subdivision b[d -TralA VilicA9e B l o c k- (2-
Street
Street Name Priva-be 0119 In '
Developer Pate-i3 k DavtS Phone: 14314-/77- 0205'
ADT Projected traffic for the street segment considered,as defined in the Subdivision Street Requirements.
CBRD Design CBR=Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide.
CBRT CBR value of the subgrade sample,taken and tested as specified in the Pavement Design Guide
DME VDOT District Materials Engineer
EPT Equivalent projected traffic
• HCV Number of Heavy Commercial Vehicles(e.g.trucks,buses,etc.,with 2 or more axles and 6 or more tires).
%HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles.
RF Resiliency Factor=Relative value of the subgrade soil's ability to withstand repeated loading.
SSV Soil support value of subgrade(SSV=CBRD x RF)
DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method
DR Thickness index required,based on Design ADT and SSV,determined by Appendix II.
Step 2 Determine Design Values
pSte •,3(4erminyDesiegn ADT, ` CBR,RF,'an
.z:�. . -
ADT Sample DBRT Resiliency Factor (RF)
# 1 Source Value
%HCV= 100 x HCV x ADT) #2 Table 1
or
20 x HCV Note:For #3 Appendix I
Note:For%HCV❑5%,use ADT e�EPT>ADT # DME approved RF
# For preliminary designs,use the lowest RF
value in the equation
Design ADT i 2 b CBRD x RF =
Use greater of ADT or EPT — F$SV.•
( 5 ) x ( I ) _ 5
Step 3: Pavement Design (Check appropriate box and show proposed pavement design below.)
❑ (A) Limited to Design ADT S 400-Show pavement material notations and thickness from Appendix IV Tables A and B.
Eli (B) Show pavement section as developed in the Pavement Design Guide. DR= 7.Co
(See Appendix III for material notations and thickness equivalency values(a)). from Appendix II
Description of Proposed Pavement Section
Material Notation Thickness,h a (a x h)
Surface S(\/1 q- 5 K} 1. 5 " (.07 2 . 5
Base BM . z5: O 2. S" t-(6?
Subbase 2 l B - A9q it e_@ -(;e �D a 0.(do 3. (o
D, must equal or exceed the value of DR. Dp= E(a x h)= 10. 3
26
Virginia Departir f Transportation—Pavement Design Guid= 996(rev2000)
Appendix IV
Flexible Pavement Design Worksheet for New Subdivision Streets
This sheet is intended for use and submission in conjunction with VDOT's Subdivision Street Requirements
County to Ib emay-le Couyii-q Date: 10 -21.4 - l y
Subdivision Q 1 d Trail V t t tOlj t✓ B l o c.te 2
Street Name COU Mont iNcuj
Developer Ra(6 9 k Dc l5 Phone: 434-9'7 7-b 205-
ADT
v5ADT Projected traffic for the sweet segment considered,as defined in the Subdivision Street Requirements.
CBRD Design CBR=Average of CBRT x 2/3 and modified only as discussed in the Pavement Design Guide.
CBRT CBR value of the subgrade sample,taken and tested as specified in the Pavement Design Guide
DME VDOT District Materials Engineer
EPT Equivalent projected traffic
. HCV Number of Heavy Commercial Vehicles(e.g.trucks,buses,etc.,with 2 or more axles and 6 or more tires).
%HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles.
RF Resiliency Factor=Relative value of the subgrade soil's ability to withstand repeated loading.
SSV Soil support value of subgrade(SSV=CBRD x RF)
DP Thickness index of proposed pavement design computed by the Conventional Pavement Design Method
DR Thickness index required,based on Design ADT and SSV,determined by Appendix II.
to ' ?z t ete�rmm'�1)esign ADT' • Step 2r Determine Design Values
ADT Sample DBRT Resiliency Factor (RF)
# 1 Source Value
%HCV= 100 x HCV x ADT) #2 Table 1
or
20 x HCV Note:For #3 Appendix I
Note:For%HCV 5%,use ADT %HCV>5%, # DME approved RF
EP'>ADT
For preliminary designs,use the lowest RF
value in the equation
Design ADT ZS 0 CBRD x RF .SSV •
Use greater of ADT or EPT
( 5 ) x ( 1 ) =
Step'3: Pavement Design (Check appropriate box and show proposed pavement design below.)
ED (A) Limited to Design ADT 5 400-Show pavement material notations and thickness from Appendix IV Tables A and B.
FA (B) Show pavement section as developed in the Pavement Design Guide. DR= 9. 5
(See Appendix III for material notations and thickness equivalency values(a)). from Appendix II
Description of Proposed Pavement Section
Material Notation Thickness,h a (a x h)
Surface SM 9. 5A r. 5 " t. (07 2. 5
Base em. - 25, d 2 . 5 " t,u7
Subbase 2 16 — n 95 re 9 ate (D " 0.(00 3. (o
DP must equal or exceed the value of DR. Dp= E(a x h)= 10. 3
26
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