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Edit Hourly Traffic Distribution Factors
Label
Sum of Hourly Distribution:
0.00
Intensity Factors and Productivity
Error
Type of Work
Intensity
Productivity
sy - square yards/day cy - cubic yards/day la - lanes/day ft - feet per day
Present Serviceably Index:
Between 0 and 5!
Ramp Volume:
Between 0 and 1,800!
CPI:
Between 0 and 350!
Calculate the Width Factor based on inputs:
Lane Width (ft):
12
11
10
9
Obstruction Distance:
>=6
5
4
3
2
1
0
4-Lane Freeway
6 or 8 Lane Freeway
Obstruction Both Sides
Width Factor:
Costs
Car Value of Time:
Single Unit Truck Value of Time:
Combined Value of Time:
Select File to Open:
Project Code:
Must be 5 digits!
Freeway Name:
Name of the Project:
Region:
R1
R2
R3
R4
R5
HQ
Project Start Date:
Project End Date:
Author & Comments:
Design Speed:
mph
Length of Closure:
miles
Speed Limit:
mph
Percent Grade:
Work Zone Speed Limit:
mph
Type of Closure:
Single Lane
Cross Over
Enter The Following Data Per Direction
Total Number of Lanes:
Number of Open Lanes:
Single Unit Trucks [%]:
%
Number of Temporary Lanes:
Combination Trucks [%]:
%
Average Annual Daily Traffic:
Work on Both Directions
Pilot Car Operation
Please select stop time:
15 Minutes
30 Minutes
Type of Work
Function Class:
Rural Interstate (Weekday)
Rural Interstate (Weekend)
Rural Principal Arterial (Weekday)
Rural Principal Arterial (Weekend)
Rural Minor Arterial (Weekday)
Rural Minor Arterial (Weekend)
Rural Major Collector (Weekday)
Rural Major Collector (Weekend)
Rural Minor Collector (Weekday)
Rural Minor Collector (Weekend)
Rural Local (Weekday)
Rural Local (Weekend)
Rural Other (Weekday)
Rural Other (Weekend)
Urban Interstate (Weekday)
Urban Interstate (Weekend)
Urban Freeway (Weekday)
Urban Freeway (Weekend)
Urban Principal Arterial (Weekday)
Urban Principal Arterial (Weekend)
Urban Minor Arterial (Weekday)
Urban Minor Arterial (Weekend)
Urban Collector (Weekday)
Urban Collector (Weekend)
202-Removal of Concrete
202-Removal of Concrete (Diamond Grinding)
202-Removal of Asphalt
202-Removal of Asphalt (Planing)
203-Unclassified Excavation
203-Unclassified Excavation (C.I.P.)
203-Embankment Material
203-Embankment Material (C.I.P.)
203-Muck Excavation
203-Rolling
203-Blading
203-Dozing
210-Adjust Guardrail
210-Replace Concrete Pavement
304-Aggregate Base Course
306-Reconditioning
307-Lime Treated Subgrade <= 8.0 inches
307-Lime Treated Subgrade <= 12.0 inches
310-Full-Depth Reclamation <= 6 inches
310-Full-Depth Reclamation <= 10 inches
310-Full-Depth Reclamation <= 14 inches
310-Process Asphalt Material for Base
403-HMA Stone Matrix Asphalt
403-HMA (Patching)
403-HMA <= 1.0 Inch
403-HMA <= 2.0 Inch
403-HMA <= 3.0 Inch
405-Heating and Scarifying
405-Heater Repaving
405-Heater Remixing
406-Cold-In-Place Recycling
408-Hot Poured Joint & Crack Sealant
409-Chip Seal
409-Microsurfacing
412-Concrete Pavement System
412-Concrete Pavement <= 6.0 inch
412-Concrete Pavement <= 10.0 inch
412-Concrete Pavement <= 14.0 inch
412-Routing & Sealing PCCP Cracks
412-Cross Stitching
412-Rubbilization of PCCP
504-MSE Wall
606-Guardrail
606-Cable Rail
627-Pavement Striping
627-Pavement Marking
627-Pavement Marking, Inlaid
700-Avalance Clean Up
700-Avalance Control Work
700-Remove and Replace Single Span Bridge
700-Remove and Replace 2 -3 Span Bridge
700-Remove and Replace >= 4 Span Bridge
Total Duration (days):
Normal Capacity per Lane:
0.0
Vehicles per hour per lane
Type of Selected Work
Duration
Depth
Work Zone Capacity per Lane