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Iowa Department of Trans nation
DETOUR REVOCATION FORMA T8O 9 SHEET
Project Number NHSX-063-6(88)--3H-07
County/City City of Waterloo
Road or Street Section U.S. 63
From 1J.S. 218
Voucher#
Cost Center
Staff Action #
Airline Highway
to
Length in Miles 3.2
Surface Type PCC
Year Built
Dates Section Used As Detour October 14,2014
Compensation Values:
A (PPM 600.05, Appendix A)
B. (PPM 600.05, Appendix A)
C. (PPM 600.05, Appendix B)
to October 28, 2014
Gas Tax income (cars) $ 1825.63
Gas Tax Income (trucks) $ 300.21
Repairable Damage
Total Compensation
Offered
A+B or
$ 2125.84 ❑ B + C
!City Concurrence
Co7
ignature of Authorized County/City Representative
Date ( I 1 "]I I 1
Title
(Complete one form for each jurisdiction involved.)
Signature of Iowa DOT District Engineer or Designee
Date
Title
Detour Compensation Calculations
In Accordance with Iowa DOT Policy No. 605.05, Appendix A (Gas Tax Method)
Project Number: NHSX•0636(88)-3H.07
Local Agency: City of Waterloo
Calculation of Detoured Primary Highway Traffic Volume
Date Prepared:
Prepared By:
Revised: 01-11-2007
October 26; 2014
Mark Callahan
Based on Iowa DOT Traffic Book dela for the year. 2012
Description of Primary Highway Sections Detoured
(route number, beginning end endng points)
Section
Length
(miles)
Gars
AADT
Trucks
AADT
Weighted
Cars
AADT
Weighted Trucks
AADT
U.S. 83 from University Avenue to Airline Highway In Waterloo
0
0
University Ave to Sunnyside (NB)
0.081
8000
293
91
3
Sunnys(de to 8.6 Ramp Connection
0.348
4780
161
S -E Ramp Connection to W -N Ramp Connection CM)
0.322
3210
133
148
8
W -N Ramp Connection E -N Ramp Connection (NB)
0,149.
3950
163
83
3
E -N Remp.to Lafayette Street (NB)
0:552
7800
353
608
28
LafayeUe Street to Franklin Street (N9)
0.146
5600
301
118
6
Franklin Street to Almond/L'apan (NS)
0.079
6600
301
74
3
AimondiLdpsn to Frankfln Strpet (98)
0.087
6900
.344
65
3
Franklin Street to Lafavette Street (SB)
0,148
8100
397
166
8
Lafayette Street to N -E Ramp Connection (SS)
0.476
10700
397
719
27
N-9 Ramp conection to North Pert (SB)
0.081
492$)
288
56
3
N•0 Ramp Connection to South Part (5R)
0.081
4920
266
56
3
Junction US 218 Ofr Romp (SB)
0.037
9300
427
49
2
Junction West Park Awe (SB)
0.149
11500
• 486
242
10
West Perk Ave to W 4th Street (SB)
0,088
11200
362
108
3
W 491 Street to W 5111 Street (SB)
0.088
9700
349
93
3
W 5th Streetto W 6th gbeet (89)
0.081
10800
308
124
4
W 6th Street to W 7111 Street (SB)
0.088
10400
263
100
3
With Street to Eas!Jct U.S. 218 (SB)
0.012
10200
281
17
0
Jct East -South R p (SB)
0.295
5100
13$
215
6
East -South Ramp to W. Commercial Street and N -W 6-W Ramp (SB)
0.146
7683
335
158
7
Rest -Sault) Reitlp (SB)
0.218
.3000
198
92
6
Commercat Street to N -W Ramps (SB)
0.109
8100
334
125
5
Commerc.at Street to W -N Ramps (Se)
0.143
640
52
17
1
Commerdai Street to Other Ramps (SB)
0.218
1450 '
83
4s
3
Commerrdel Street S -W Ramp (as)
0:217
3440
105
105
3
Jet wiithUniversity Ave (SS)
0,119
7100
404
119
7
Almond/Logan to Newel)Street
0.593
13600
800
1130
50
Newell Street to Donald Street
1,004
14300
645
2027
91
Donald Street to Airline Highway
1.005
10800
713
1504
101
Totals =
7.083
8452
398
Detour Description and Input
Route of Detour (county route or street names; begin ng and ending points, approx. length Meech segment):
From U.S, 83, thence northwesta y ort U.S, 218 to Airport Boulevard, thence north
0.2 mile on Airport Soulavard to Airline Highway, thence east 3.0 miles on
Aldine Highway to U.S. 63
Calculation of Detour Compensation
'Length of Detour (miles) = 3.20
Duration o/ Detour (days) = 15
Average fuel efficiency for Cars (mpg) = 20
Average fuel efficiency for Trucks (mpg) = 7
Combined Gas Tax Factor for Cara (Sigel) = 0.09
Combined Gas Tax Factor for Trucks (Sigel) = 0.11
Gas Tax Income from Cera 5 1,825,83
Gas Tex Income from Trucks =. 9 300.21
Tdtal Detour Compensation (Gas Tax Method). 5 2.126.84