Present S F. Required : 1k. SEVERIIY OF. DISTRESS ..... Local Isp.. 4:1%. Local. Network C 30. Neiwsi I lit. â ,%. Nei
Highway Construction Services
Amherst Street Evaluation Report
107 Perrin Drive Fall River, Nova Scotia B2T 1J6
Introduction Highway Construction Services (HCS) was directed to evaluate the street network belonging to the town of Amherst. Once the network evaluation was completed a rehabilitation and preservation work program was to be developed. The evaluation and work program development was conducted in a manner in keeping with the process used by HCS to evaluate and select treatments for the provincial road network.
Evaluation and Program Development Process The street network distress evaluation process was completed by HCS staff. This process involved evaluating a network comprised of 183 asphalt paved road segments. Gravel roads were not considered as part of this review. Staff visited each road in the network and visually inspected the road and detailed the pavement surface distresses. The severity and density of the distresses were recorded on a flexible pavement condition evaluation form and were used to determine the distress manifestation index (DMI) of each street. The DMI reports for each street are attached to this memo for reference. This process is detailed in NSTIR’s Flexible Pavement Evaluation Guide. A DMI of 0 represents a newly paved street segment in perfect condition and a DMI of 100 represents a completely deteriorated unserviceable street segment. HCS Inspector Specialists, when able, used dashboard mounted cameras to collect images of each street in the network. A simple database was created containing each street in the town of Amherst’s network, lengths, widths and pavement types. The DMI for each street was added to this spreadsheet for each street segment. An approximate back-calculated present age was determined using deterioration equations obtained from NSTIR’s highway pavement management application. In order for this calculation to be successful a default last treatment had to be assumed for each street. HCS staff decided to assume that the last treatment performed was a single lift asphalt overlay. A chart illustrating the DMI curve for a single lift overlay using NSTIR’s deterioration equation is included for reference (Figure 1). The DMI and assumed default treatment allowed for a preservation and rehabilitation need year to be determined. The trigger value used for preservation was a DMI of 40 and for rehabilitation a DMI of 60 was used. Street segments that had already exceeded target values triggered immediately, while some sections that were still in good condition deteriorated over time until they met or exceeded the trigger values for preservation or rehabilitation.
Single Lift Overlay DMI Curve
80 70
DMI Value
60 50 40 30 20 10 0 0
4
8
12
16
20
24
28
32
36
40
44
48
52
56
60
Years Figure 1 - Distress Manifestation Curve for Single Lift Overlay Treatment
The next step involved building a work program for the street network. The initial conditions for this analysis were: no budget constraints (annual or evaluation period) and report work needed in sub-totals for time periods of zero to five and six to ten years. NSTIR’s ‘seal coat type A’ (single chip seal) was chosen to be the preservation treatment and, depending on adjacent curb/gutter conditions, a single lift asphalt overlay or mill and single overlay were chosen to be the rehabilitation treatments. Each treatment
Page 2
was determined based on the streets current condition and time until deterioration to reach or exceed each trigger value. As no budget constraints were known, when the trigger year was met, a treatment was automatically applied. Once the treatment was applied in the need year the street was then deteriorated along the appropriate deterioration curve (Seal Coat Type A, Single Lift Overlay or Mill and single lift overlay) and when the trigger value was met or exceeded in a future year a treatment was applied. This process was repeated for each street until the suitable time periods were met or exceeded.
Cost Estimation The cost estimates were calculated by multiplying the unit cost ($/m2) of the chosen treatment by the street’s paved area. The road widths were not measured as part of the evaluation. Where available, widths from the Town of Amherst’s road database were used. Widths that remained unavailable were estimated to allow for the completion of cost estimation. The unit cost for seal coat – type A was obtained from NSTIR’s Cognos software and was selected from similar sized work and projects tendered in 2014 on local roads. The unit costs used for single lift asphalt overlay and for mill and single overlay were obtained from the city of Halifax in 2014. NSTIR’s unit costs for this work were felt to be too low as a result of the size and scale of provincial contracts versus that of a town or city environment. The city of Halifax supplied the unit costs used for their initial estimates applied during their capital program development.
$/m2 7.00 21.50 30.00
Unit Costs Seal Coat Type A Overlay 1 Lift Mill and Overlay 1 Lift
Table 1 - Unit Prices for Cost Estimates
The cost estimated were subdivided between collector and local roads. In this case extensions of existing Provincial Trunks and Routes were considered to be collector roads. All others were considered to be local roads. The unit prices used for the cost estimates included a reasonable amount of preparatory work such as crack-sealing, small amounts of minor asphalt patching, hardware adjustments etc. and should allow for normal amounts of such work to be considered covered.
Results The results are summarized and tabulated below (Table 2 & 3) and detail the number of preservation and/or rehabilitation that take place in each of the programming time periods. They are further broken down into former cost shared and local streets (Table 4).
Treatment Type Seal Coat - Type A Overlay 1 Lift Mill 1 Lift
Time Period 0-5 Year 190 0 32
6-10 Year 89 0 0
Table 2- Number of Treatments Planned During Programming Period
Program Period 0-5 Years 6-10 Years Total
Seal Coat Type A $4 199 559.00 $1 865 493.00 $6 065 052.00
Overlay 1 Lift $ $ $ -
Mill 1 Lift $3 486 420.00 $ $3 486 420.00
Totals $7 685 979.00 $1 865 493.00 $9 551 472.00
Table 3 - Sub-Totals and Total Costs by Treatment and Period
Page 3
Program Period 0-5 Years 6-10 Years Total
Collectors
Locals
Totals
$614 600.00 $176 400.00 $791 000.00
$7 071 379.00 $1 689 093.00 $8 760 472.00
$7 685 979.00 $1 865 493.00 $9 551 472.00
Table 4 - Sub-Totals and Total Costs by Period
The full breakdown by street and treatment is attached to this memo for reference. The results favor preservation over rehabilitation. This is expected and can be attributed to the current condition of the street network. The DMI for most streets falls between the trigger values, which in the absence of an annual budget, results in a large number of preservation treatments in the initial time period. Over extended time periods preservation costs less than rehabilitation, leads to better overall network condition and is the practice that most state and provincial departments use for their capital works programs.
Limitations and Recommendations The included cost estimates are based on estimates of some dimensions and should be used for general and comparative purposes only. A detailed project specific engineering estimate should be performed before tendering any work. This review did not account for costs associated with sidewalk or curb repairs which may be required nor does it include any review or accounting for associated underground infrastructure. A review of underground infrastructure should be undertaken and included in any future work programs as cost benefits and limiting of public impact from construction work may be gained by combining street works with underground works.
Page 4
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
2022
2044
Seal Coat Type A
2022
0
$ 7,350.00
Seal Coat Type A
2027
0
0
2015
2028
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
2044
Seal Coat Type A
2022
0
$ 32,340.00
Seal Coat Type A
2027
0
0
2019
Mill and Overlay 1 Lift
2019
$ 84,000.00
0
Seal Coat Type A
2027
0
0
2027
Seal Coat Type A
2015
$ 34,300.00
0
Seal Coat Type A
2020
$ 34,300.00
0
2021
2043
Seal Coat Type A
2021
0
$ 17,150.00
Seal Coat Type A
2026
0
0
2019
2041
Seal Coat Type A
2019
$ 9,800.00
0
Seal Coat Type A
2024
0
$ 9,800.00
0
2022
2044
Seal Coat Type A
2022
0
$ 14,700.00
Seal Coat Type A
2027
0
0
23
2015
2021
Seal Coat Type A
2015
$ 19,600.00
0
Seal Coat Type A
2020
$ 19,600.00
0
Street Name
Length (m)
Width (m)
Area (m2)
Pavement Type
Abbot Street
150.0
7
1050
asphalt
6
0
Abbey Road (Spring to Ridgewood)
200.0
7
1400
asphalt
51.5
16
Abbey Road (Spring to Penny)
660.0
7
4620
asphalt
6
0
2022
Abbey Road (Penny to East Victoria)
400.0
7
2800
asphalt
58
25
2015
Academy Street
700.0
7
4900
asphalt
52.5
17
2015
Acadia Street
350
7
2450
asphalt
24
1
Admore Avenue
200
7
1400
asphalt
34
3
300
7
2100
asphalt
6
400
7
2800
asphalt
57
Agnew Street (Regent to Willow) Agnew Street (Havelock to Regent)
DMI_MRM
Alma Street
100
6
600
asphalt
44
9
2015
2035
Seal Coat Type A
2015
$ 4,200.00
0
Seal Coat Type A
2020
$ 4,200.00
0
Albion Street
650
14
9100
asphalt
46.5
11
2015
2033
Seal Coat Type A
2015
$ 63,700.00
0
Seal Coat Type A
2020
$ 63,700.00
0
Allison Avenue
300
7
2100
asphalt
58
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 63,000.00
0
Seal Coat Type A
2027
0
0
Anson Avenue
1560
10.5
16380
asphalt
52.5
17
2015
2027
Seal Coat Type A
2015
$ 114,660.00
0
Seal Coat Type A
2020
$ 114,660.00
0
Arlington Avenue
100
7
700
asphalt
56
22
2015
2022
Seal Coat Type A
2015
$ 4,900.00
0
Seal Coat Type A
2020
$ 4,900.00
0
Ash Street
90
7
630
asphalt
47
11
2015
2033
Seal Coat Type A
2015
$ 4,410.00
0
Seal Coat Type A
2020
$ 4,410.00
0
Beacon Street
450
7
3150
asphalt
46.5
11
2015
2033
Seal Coat Type A
2015
$ 22,050.00
0
Seal Coat Type A
2020
$ 22,050.00
0
Belliveau Avenue
350
7
2450
asphalt
25
1
2021
2043
Seal Coat Type A
2021
0
$ 17,150.00
Seal Coat Type A
2026
0
0
Belmont Street
400
7
2800
asphalt
42
7
2015
2037
Seal Coat Type A
2015
$ 19,600.00
0
Seal Coat Type A
2020
$ 19,600.00
0
Boylston Avenue
400
7
2800
asphalt
64
36
2015
2015
Mill and Overlay 1 Lift
2015
$ 84,000.00
0
Seal Coat Type A
2023
0
$ 19,600.00
Brown Street
120
7
840
asphalt
31
2
2020
2042
Seal Coat Type A
2020
$ 5,880.00
0
Seal Coat Type A
2025
0
$ 5,880.00
Browwell Avenue
300
7
2100
asphalt
37
4
2018
2040
Seal Coat Type A
2018
$ 14,700.00
0
Seal Coat Type A
2023
0
Caspar Court
200
7
1400
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
Centennial Court
120
7
840
asphalt
58
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 25,200.00
0
Seal Coat Type A
2027
0
Central Avenue
350
7
2450
asphalt
54.5
19
2015
2025
Seal Coat Type A
2015
$ 17,150.00
0
Seal Coat Type A
2020
Chamberlain Street
330
7
2310
asphalt
55.5
21
2015
2023
Seal Coat Type A
2015
$ 16,170.00
0
Seal Coat Type A
2020
Chandler Road
400
7
2800
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 19,600.00
0
Seal Coat Type A
2020
300
7
2100
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 14,700.00
Seal Coat Type A
2027
600
7
4200
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 29,400.00
0
Seal Coat Type A
2020
120
7
840
asphalt
33
3
2019
2041
Seal Coat Type A
2019
$ 5,880.00
0
Seal Coat Type A
2024
Charles Street (Dickey to Spring) Charles Street (East Pleasant to Dickey) Chignecto Street Christie Street
270
7
1890
asphalt
48.5
12
2015
2032
Seal Coat Type A
2015
$ 13,230.00
0
Seal Coat Type A
2020
Church Street
2800
7
19600
asphalt
39
5
2017
2039
Seal Coat Type A
2017
$ 137,200.00
0
Seal Coat Type A
2022
Clarence Street Clifford Street (Rupert to Church) Clifford Street (Regent to Rupert)
460
7
3220
asphalt
51
15
2015
2029
Seal Coat Type A
2015
$ 22,540.00
0
Seal Coat Type A
2020
400
6
2400
asphalt
58
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 72,000.00
0
Seal Coat Type A
2027
Treatment 3
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A
Mill and Overlay 1 Lift Mill and Overlay 1 $ 14,700.00 Lift Mill and Overlay 1 0 Lift 0
Seal Coat Type A
Mill and Overlay 1 Lift Mill and Overlay 1 $ 16,170.00 0 Lift Mill and Overlay 1 $ 19,600.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 29,400.00 0 Lift Mill and Overlay 1 0 $ 5,880.00 Lift Mill and Overlay 1 $ 13,230.00 0 Lift Mill and Overlay 1 0 $ 137,200.00 Lift Mill and Overlay 1 $ 22,540.00 0 Lift $ 17,150.00
0
0
0
100
6
600
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 4,200.00
Seal Coat Type A
2027
0
0
Clinton Street
330
7
2310
asphalt
52.5
17
2015
2027
Seal Coat Type A
2015
$ 16,170.00
0
Seal Coat Type A
2020
$ 16,170.00
0
Coates Street
150
7
1050
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
$ 7,350.00
0
Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Treatment 3 Year
0‐5 Year Work Cost4
2050
0
0
2043
0
0
2050
0
0
2032
0
0
2043
0
0
6‐10 Year Work Cost5
2049
0
0
2047
0
0
2050
0
0
2043
0
0
2043
0
0
2043
0
0
2032
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2049
0
0
2043
0
0
2028
0
0
2048
0
0
2046
0
0
2050
0
0
2032
0
0
2043
0
0
2043
0
0
2043
0
0
2050
0
0
2043
0
0
2047
0
0
2043
0
0
2045
0
0
2043
0
0
2032
0
0
2050
0
0
2043
0
0
2043
0
0
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Street Name
Length (m)
Width (m)
Area (m2)
Pavement Type
Colin Court
200
7
1400
asphalt
20
0
Copp Avenue
500
7
3500
asphalt
40
6
DMI_MRM
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
2015
2038
Seal Coat Type A
2015
$ 24,500.00
0
Seal Coat Type A
2020
$ 24,500.00
0
0
$ 21,000.00
Cordova Street
500
6
3000
asphalt
61.5
31
2015
2015
Mill and Overlay 1 Lift
2015
$ 90,000.00
0
Seal Coat Type A
2023
Cornwall Avenue
500
7
3500
asphalt
53
17
2015
2027
Seal Coat Type A
2015
$ 24,500.00
0
Seal Coat Type A
2020
Cornwall Street
500
7
3500
asphalt
34
3
2019
2041
Seal Coat Type A
2019
$ 24,500.00
0
Seal Coat Type A
2024
Crescent Avenue
300
7
2100
asphalt
46.5
11
2015
2033
Seal Coat Type A
2015
$ 14,700.00
0
Seal Coat Type A
2020
Treatment 3
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A
Mill and Overlay 1 Lift Mill and Overlay 1 0 $ 24,500.00 Lift Mill and Overlay 1 $ 14,700.00 0 Lift $ 24,500.00
0
Croft Street
750
8.5
6375
asphalt
64
36
2015
2015
Mill and Overlay 1 Lift
2015
$ 191,250.00
0
Seal Coat Type A
2023
0
$ 44,625.00
Dale Street
400
6.7
2680
asphalt
54.5
19
2015
2025
Seal Coat Type A
2015
$ 18,760.00
0
Seal Coat Type A
2020
$ 18,760.00
0
Davison Street
200
7
1400
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
Derby Street
200
7
1400
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Treatment 3 Year
0‐5 Year Work Cost4
6‐10 Year Work Cost5
2050
0
0
2043
0
0
2028
0
0
2043
0
0
2047
0
0
2043
0
0
2028
0
0
2043
0
0
2043
0
0
2050
0
0
2043
0
0
2050
0
0
Dickey Street
600
7
4200
asphalt
52
16
2015
2028
Seal Coat Type A
2015
$ 29,400.00
0
Seal Coat Type A
2020
$ 29,400.00
0
Donald Avenue
700
7
4900
asphalt
8
0
2022
2044
Seal Coat Type A
2022
0
$ 34,300.00
Seal Coat Type A
2027
0
0
Douglas Avenue
250
7
1750
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
Duke Street
100
7
700
asphalt
44
9
2015
2035
Seal Coat Type A
2015
$ 4,900.00
0
Seal Coat Type A
2020
$ 4,900.00
0
DunDonald Street
200
7.9
1580
asphalt
47
11
2015
2033
Seal Coat Type A
2015
$ 11,060.00
0
Seal Coat Type A
2020
$ 11,060.00
0
2043
0
0
Dunlap Street
100
7
700
asphalt
58.5
26
2015
2018
Mill and Overlay 1 Lift
2018
$ 21,000.00
0
Seal Coat Type A
2026
0
0
Seal Coat Type A
2031
0
0
Durley Street
250
7
1750
asphalt
54.5
19
2015
2025
Seal Coat Type A
2015
$ 12,250.00
0
Seal Coat Type A
2020
$ 12,250.00
0
Mill and Overlay 1 Lift
2043
0
0
East Pleasant Street
1700
7.3
12410
asphalt
58.5
26
2015
2018
Mill and Overlay 1 Lift
2018
$ 372,300.00
0
Seal Coat Type A
2026
0
0
Seal Coat Type A
2031
0
0
2043
0
0
2050
0
0
2049
0
0
2050
0
0
2043
0
0
2050
0
0
2043
0
0
2046
0
0
Seal Coat Type A
2028
0
0
Seal Coat Type A
2028
0
0
East Victoria Road
1400
7
9800
asphalt
54
19
2015
2025
Seal Coat Type A
2015
$ 68,600.00
0
Seal Coat Type A
2020
$ 68,600.00
0
200
7
1400
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
600
7
4200
asphalt
27
1
2021
2043
Seal Coat Type A
2021
0
$ 29,400.00
Seal Coat Type A
2026
0
0
400
7
2800
asphalt
8
0
2022
2044
Seal Coat Type A
2022
0
$ 19,600.00
Seal Coat Type A
2027
0
0
Edgewood Avenue
270
7.3
1971
asphalt
48
12
2015
2032
Seal Coat Type A
2015
$ 13,797.00
0
Seal Coat Type A
2020
$ 13,797.00
0
Electric Street
150
7
1050
asphalt
14
0
2022
2044
Seal Coat Type A
2022
0
$ 7,350.00
Seal Coat Type A
2027
0
0
East Victoria Street (Rupert to Acadia) East Victoria Street (Acadia to Station) Eddy Street
Elmwood Drive
900
7
6300
asphalt
52
16
2015
2028
Seal Coat Type A
2015
$ 44,100.00
0
Seal Coat Type A
2020
$ 44,100.00
0
Erncliffe Street
200
7
1400
asphalt
37
4
2018
2040
Seal Coat Type A
2018
$ 9,800.00
0
Seal Coat Type A
2023
0
$ 9,800.00
Fairview Avenue
450
7
3150
asphalt
60.5
29
2015
2015
2015
$ 94,500.00
0
Seal Coat Type A
2023
0
$ 22,050.00
Fernwood Dr
250
7
1750
asphalt
66
41
2015
2015
2015
$ 52,500.00
0
Seal Coat Type A
2023
0
$ 12,250.00
Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
2050
0
0
2043
0
0
2050
0
0
2050
0
0
2050
0
0
2045
0
0
2028
0
0
2043
0
0
Fillmore Street
200
7
1400
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
Fleming Street
250
7
1750
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
Fletcher Drive
300
7
2100
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 14,700.00
Seal Coat Type A
2027
0
0
Forest Flen Court
150
7
1050
asphalt
39
5
2017
2039
Seal Coat Type A
2017
$ 7,350.00
0
Seal Coat Type A
2022
0
$ 7,350.00
Foundry Street
170
5
850
asphalt
60.5
29
2015
2015
Mill and Overlay 1 Lift
2015
$ 25,500.00
0
Seal Coat Type A
2023
0
$ 5,950.00
Seal Coat Type A
Franklyn Street
300
7.9
2370
asphalt
48
12
2015
2032
Seal Coat Type A
2015
$ 16,590.00
0
Seal Coat Type A
2020
$ 16,590.00
0
Mill and Overlay 1 Lift
Freeman Street
100
5.8
580
asphalt
64
36
2015
2015
Mill and Overlay 1 Lift
2015
$ 17,400.00
0
Seal Coat Type A
2023
0
$ 4,060.00
Seal Coat Type A
2028
0
0
Fullerton Street
170
7
1190
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 8,330.00
Seal Coat Type A
2027
0
0
Mill and Overlay 1 Lift
2050
0
0
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Street Name
Length (m)
Width (m)
Area (m2)
Pavement Type
Garden Court
150
7
1050
asphalt
39
5
Gerard Avenue
100
7
700
asphalt
47
11
DMI_MRM
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
2017
2039
Seal Coat Type A
2017
$ 7,350.00
0
Seal Coat Type A
2022
0
$ 7,350.00
2015
2033
Seal Coat Type A
2015
$ 4,900.00
0
Seal Coat Type A
2020
$ 4,900.00
0
Gladstone Avenue
200
7
1400
asphalt
41.5
7
2015
2037
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
Haliburton Street
200
7
1400
asphalt
40
6
2015
2038
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
Harding Avenue
500
6.4
3200
asphalt
50.5
14
2015
2030
Seal Coat Type A
2015
$ 22,400.00
0
Seal Coat Type A
2020
$ 22,400.00
0
Havelock Street
500
6.4
3200
asphalt
44
9
2015
2035
Seal Coat Type A
2015
$ 22,400.00
0
Seal Coat Type A
2020
$ 22,400.00
0
Hickman Street
950
7.6
7220
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 50,540.00
0
Seal Coat Type A
2020
$ 50,540.00
0
Highfield Street
100
6
600
asphalt
44
9
2015
2035
Seal Coat Type A
2015
$ 4,200.00
0
Seal Coat Type A
2020
$ 4,200.00
0
Hill Street
400
6.1
2440
asphalt
52
16
2015
2028
Seal Coat Type A
2015
$ 17,080.00
0
Seal Coat Type A
2020
$ 17,080.00
0
Herbert Street
200
7
1400
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
Heron Lane
150
7
1050
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 7,350.00
Seal Coat Type A
2027
0
0
Industrial Park Road
900
10.5
9450
asphalt
50.5
14
2015
2030
Seal Coat Type A
2015
$ 66,150.00
0
Seal Coat Type A
2020
$ 66,150.00
0
Kay Street
30
7
210
asphalt
55
20
2015
2024
Seal Coat Type A
2015
$ 1,470.00
0
Seal Coat Type A
2020
$ 1,470.00
0
Kimberly Court
160
7.6
1216
asphalt
72
58
2015
2015
Mill and Overlay 1 Lift
2015
$ 36,480.00
0
Seal Coat Type A
2023
0
$ 8,512.00
King Street
150
7
1050
asphalt
47
11
2015
2033
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
$ 7,350.00
0
Lamy Street
400
8.2
3280
asphalt
49.5
13
2015
2031
Seal Coat Type A
2015
$ 22,960.00
0
Seal Coat Type A
2020
$ 22,960.00
0
LaPlanche Street
800
7
5600
asphalt
52.5
17
2015
2027
Seal Coat Type A
2015
$ 39,200.00
0
Seal Coat Type A
2020
$ 39,200.00
0
Lawrence Street
400
6.4
2560
asphalt
60.5
29
2015
2015
Mill and Overlay 1 Lift
2015
$ 76,800.00
0
Seal Coat Type A
2023
0
$ 17,920.00
Lennox Avenue
150
7
1050
asphalt
53
17
2015
2027
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
Liberty Lane
350
7
2450
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 17,150.00
0
Seal Coat Type A
2020
Longlean Court
140
7
980
asphalt
48
12
2015
2032
Seal Coat Type A
2015
$ 6,860.00
0
Seal Coat Type A
2020
Lord Amherst Drive
350
7
2450
asphalt
56.5
22
2015
2022
Seal Coat Type A
2015
$ 17,150.00
0
Seal Coat Type A
2020
Lower LaPlanche Street
50
7
350
asphalt
55
20
2015
2024
Seal Coat Type A
2015
$ 2,450.00
0
Seal Coat Type A
2020
Lusby Street
160
7
1120
asphalt
46
10
2015
2034
Seal Coat Type A
2015
$ 7,840.00
0
Seal Coat Type A
2020
Mallard Drive
200
7
1400
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
Maple Avenue
250
7.6
1900
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 13,300.00
0
Seal Coat Type A
2020
Marshview Drive
350
7
2450
asphalt
29
2
2020
2042
Seal Coat Type A
2020
$ 17,150.00
0
Seal Coat Type A
2025
Matthews Terrace
150
7
1050
asphalt
4
0
2022
2044
Seal Coat Type A
2022
0
$ 7,350.00
Seal Coat Type A
2027
McCully Street
500
7
3500
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 24,500.00
0
Seal Coat Type A
2020
Meadow Street
90
7
630
asphalt
34
3
2019
2041
Seal Coat Type A
2019
$ 4,410.00
0
Seal Coat Type A
2024
7
2100
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 14,700.00
Seal Coat Type A
2027
Treatment 3
Melrose Street (Robie to)
300 200
7
1400
asphalt
50
14
2015
2030
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
Milford Street
500
6.7
3350
asphalt
64
36
2015
2015
Mill and Overlay 1 Lift
2015
$ 100,500.00
0
Seal Coat Type A
2023
0
$ 23,450.00
Mill Avenue
200
6.1
1220
asphalt
50.5
14
2015
2030
Seal Coat Type A
2015
$ 8,540.00
0
Seal Coat Type A
2020
$ 8,540.00
0
Mill Street
350
6.3
2205
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 15,435.00
0
Seal Coat Type A
2020
$ 15,435.00
0
Minto Street
200
7
1400
asphalt
47
11
2015
2033
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
6‐10 Year Work Cost5
2045
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2050
0
0
2043
0
0
Seal Coat Type A
2028
0
0
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
2043
0
0
2043
0
0
2043
0
0
Seal Coat Type A
2028
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2050
0
0
0
Melrose Street (Agnew to Robie)
0‐5 Year Work Cost4
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Mill and Overlay 1 Lift Mill and Overlay 1 $ 17,150.00 0 Lift Mill and Overlay 1 $ 6,860.00 0 Lift Mill and Overlay 1 $ 17,150.00 0 Lift Mill and Overlay 1 $ 2,450.00 0 Lift Mill and Overlay 1 $ 7,840.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 13,300.00 0 Lift Mill and Overlay 1 0 $ 17,150.00 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 24,500.00 0 Lift Mill and Overlay 1 0 $ 4,410.00 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 9,800.00 0 Lift $ 7,350.00
Treatment 3 Year
Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
2050
0
0
2043
0
0
2043
0
0
2048
0
0
2050
0
0
2043
0
0
2047
0
0
2050
0
0
2043
0
0
2028
0
0
2043
0
0
2043
0
0
2043
0
0
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Street Name
Length (m)
Width (m)
Area (m2)
Pavement Type
Mission Street
300
6.1
1830
asphalt
60.5
29
Mosher Street
120
7
840
asphalt
31
2
DMI_MRM
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
Treatment 3
Treatment 3 Year
0‐5 Year Work Cost4
6‐10 Year Work Cost5
2015
2015
Mill and Overlay 1 Lift
2015
$ 54,900.00
0
Seal Coat Type A
2023
0
$ 12,810.00
Seal Coat Type A
2028
0
0
2020
2042
Seal Coat Type A
2020
$ 5,880.00
0
Seal Coat Type A
2025
2048
0
0
2046
0
0
2043
0
0
2045
0
0
Motor Street
100
7
700
asphalt
37
4
2018
2040
Seal Coat Type A
2018
$ 4,900.00
0
Seal Coat Type A
2023
Myrtle Street
150
7
1050
asphalt
54.5
19
2015
2025
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
Newton Avenue
340
7
2380
asphalt
39
5
2017
2039
Seal Coat Type A
2017
$ 16,660.00
0
Seal Coat Type A
2022
Norman Street
300
7
2100
asphalt
62
32
2015
2015
2015
$ 63,000.00
0
Seal Coat Type A
2023
North Adelaide Street
300
6.1
1830
asphalt
61
30
2015
2015
2015
$ 54,900.00
0
Seal Coat Type A
2023
Oceanview Drive
300
7
2100
asphalt
44
9
2015
2035
Seal Coat Type A
2015
$ 14,700.00
0
Seal Coat Type A
2020
Ottawa Avenue
250
7
1750
asphalt
41
7
2015
2037
Seal Coat Type A
2015
$ 12,250.00
0
Seal Coat Type A
2020
Palmer Street
200
7
1400
asphalt
55
20
2015
2024
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
Paradise Avenue
300
7
2100
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 14,700.00
Seal Coat Type A
2027
Park Street
820
7
5740
asphalt
51.5
16
2015
2028
Seal Coat Type A
2015
$ 40,180.00
0
Seal Coat Type A
2020
Patterson Street
480
7
3360
asphalt
57
23
2015
2021
Seal Coat Type A
2015
$ 23,520.00
0
Seal Coat Type A
2020
Pearl Place
75
5
375
asphalt
42
7
2015
2037
Seal Coat Type A
2015
$ 2,625.00
0
Seal Coat Type A
2020
Pender Street
200
5.4
1080
asphalt
57
23
2015
2021
Seal Coat Type A
2015
$ 7,560.00
0
Seal Coat Type A
2020
Penny Lane
200
7
1400
asphalt
33
3
2019
2041
Seal Coat Type A
2019
$ 9,800.00
0
Seal Coat Type A
2024
Pinehurst Street
500
7
3500
asphalt
8
0
2022
2044
Seal Coat Type A
2022
0
$ 24,500.00
Seal Coat Type A
2027
Poplar Street
500
7
3500
asphalt
39
5
2017
2039
Seal Coat Type A
2017
$ 24,500.00
0
Seal Coat Type A
2022
Prince Arthur Street
900
8.5
7650
asphalt
53
17
2015
2027
Seal Coat Type A
2015
$ 53,550.00
0
Seal Coat Type A
2020
Princess Street
150
7
1050
asphalt
24
1
2021
2043
Seal Coat Type A
2021
0
$ 7,350.00
Seal Coat Type A
2026
Queen Street
600
6.1
3660
asphalt
46
10
2015
2034
Seal Coat Type A
2015
$ 25,620.00
0
Seal Coat Type A
2020
Racetrack Road
110
7
770
asphalt
65
39
2015
2015
Mill and Overlay 1 Lift
2015
$ 23,100.00
0
Seal Coat Type A
2023
Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Mill and Overlay 1 Lift Mill and Overlay 1 0 $ 4,900.00 Lift Mill and Overlay 1 $ 7,350.00 0 Lift Mill and Overlay 1 0 $ 16,660.00 Lift 0
$ 5,880.00
0
$ 14,700.00
Seal Coat Type A
2028
0
0
0
$ 12,810.00
Seal Coat Type A
2028
0
0
2043
0
0
2043
0
0
2043
0
0
Mill and Overlay 1 Lift Mill and Overlay 1 $ 12,250.00 0 Lift Mill and Overlay 1 $ 9,800.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 40,180.00 0 Lift Mill and Overlay 1 $ 23,520.00 0 Lift Mill and Overlay 1 $ 2,625.00 0 Lift Mill and Overlay 1 $ 7,560.00 0 Lift Mill and Overlay 1 0 $ 9,800.00 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 0 $ 24,500.00 Lift Mill and Overlay 1 $ 53,550.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 25,620.00 0 Lift $ 14,700.00
0
0
$ 5,390.00
Ralston Place
120
7
840
asphalt
52
16
2015
2028
Seal Coat Type A
2015
$ 5,880.00
0
Seal Coat Type A
2020
$ 5,880.00
0
Rambler Street
100
7
700
asphalt
11
0
2022
2044
Seal Coat Type A
2022
0
$ 4,900.00
Seal Coat Type A
2027
0
0
Ratchford Street
160
7
1120
asphalt
24
1
2021
2043
Seal Coat Type A
2021
0
$ 7,840.00
Seal Coat Type A
2026
0
0
Redland Avenue
250
7
1750
asphalt
14
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
Regent Street
800
7
5600
asphalt
58
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 168,000.00
0
Seal Coat Type A
2027
0
0
Rhodes Avennue
260
7
1820
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 12,740.00
Seal Coat Type A
2027
Ridgewood Court
100
7
700
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 4,900.00
Seal Coat Type A
2027
Robert Angus Drive
1600
10.5
16800
asphalt
33
3
2019
2041
Seal Coat Type A
2019
$ 117,600.00
0
Seal Coat Type A
2024
700
7
4900
asphalt
42
7
2015
2037
Seal Coat Type A
2015
$ 34,300.00
0
Seal Coat Type A
2020
Robie Street (Havelock to Clarence) Robie Street (Church to Havelock) Rogers Avenue (Rupert to Charles) Rogers Avenue (Rupert to Rupert) Rosewood Drive Rupert Street (Dickey to E.Victoria)
200
7
1400
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
100
7.8
780
asphalt
54
19
2015
2025
Seal Coat Type A
2015
$ 5,460.00
0
Seal Coat Type A
2020
450
7.8
3510
asphalt
38
5
2017
2039
Seal Coat Type A
2017
$ 24,570.00
0
Seal Coat Type A
2022
600
7.9
4740
asphalt
69
49
2015
2015
Mill and Overlay 1 Lift
2015
$ 142,200.00
0
Seal Coat Type A
2023
1100
6.4
7040
asphalt
53
17
2015
2027
Seal Coat Type A
2015
$ 49,280.00
0
Seal Coat Type A
2020
Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A
Mill and Overlay 1 0 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 0 $ 117,600.00 Lift Mill and Overlay 1 $ 34,300.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 $ 5,460.00 0 Lift Mill and Overlay 1 0 $ 24,570.00 Lift 0 $ 49,280.00
2050
0
0
2043
0
0
2043
0
0
2043
0
0
2043
0
0
2047
0
0
2050
0
0
2045
0
0
2043
0
0
2049
0
0
2043
0
0
2028
0
0
2043
0
0
2050
0
0
2049
0
0
2050
0
0
2032
0
0
2050
0
0
2050
0
0
2047
0
0
2043
0
0
2050
0
0
2043
0
0
2045
0
0
$ 33,180.00
Seal Coat Type A
2028
0
0
0
Mill and Overlay 1 Lift
2043
0
0
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Street Name
Length (m)
Width (m)
Area (m2)
Pavement Type
Rupert Street (Rogers to Dickey)
400
7
2800
asphalt
25
1
Russell Street
600
6.1
3660
asphalt
58.5
26
DMI_MRM
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
Treatment 3
Treatment 3 Year
0‐5 Year Work Cost4
6‐10 Year Work Cost5
2021
2043
Seal Coat Type A
2021
0
$ 19,600.00
Seal Coat Type A
2026
0
0
Mill and Overlay 1 Lift
2049
0
0
2015
2018
Mill and Overlay 1 Lift
2018
$ 109,800.00
0
Seal Coat Type A
2026
0
0
Seal Coat Type A
2031
0
0
2046
0
0
2050
0
0
2028
0
0
2050
0
0
2043
0
0
2043
0
0
2049
0
0
2050
0
0
Sackville Road
90
7
630
asphalt
36
4
2018
2040
Seal Coat Type A
2018
$ 4,410.00
0
Seal Coat Type A
2023
0
$ 4,410.00
Sandstone Crescent
250
7
1750
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
Senator Avenue
90
7
630
asphalt
64.5
37
2015
2015
Mill and Overlay 1 Lift
2015
$ 18,900.00
0
Seal Coat Type A
2023
0
$ 4,410.00
Sherwood Court
100
7
700
asphalt
8
0
2022
2044
Seal Coat Type A
2022
0
$ 4,900.00
Seal Coat Type A
2027
0
Silver Street
100
7
700
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 4,900.00
0
Seal Coat Type A
2020
150
7
1050
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
Snowden Avenue
200
7
1400
asphalt
26
1
2021
2043
Seal Coat Type A
2021
0
$ 9,800.00
Seal Coat Type A
2026
South Adelaide Street
220
7
1540
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 10,780.00
Seal Coat Type A
2027
South Albion Street
2400
14
33600
asphalt
39.5
6
2016
2038
Seal Coat Type A
2016
$ 235,200.00
0
Seal Coat Type A
2021
Spence Court
100
7
700
asphalt
0
0
2022
2044
Seal Coat Type A
2022
0
$ 4,900.00
Seal Coat Type A
2027
Spring Street
1800
6.1
10980
asphalt
61
30
2015
2015
Mill and Overlay 1 Lift
2015
$ 329,400.00
0
Seal Coat Type A
2023
0
$ 76,860.00
Station Street
600
7
4200
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 29,400.00
0
Seal Coat Type A
2020
$ 29,400.00
0
Stanley Street
150
7
1050
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 7,350.00
Seal Coat Type A
2027
0
0
Summer Street
250
7
1750
asphalt
8
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
Seal Coat Type A
2015
0
0
0
0
2020
$ 24,500.00
0
2043
0
0
Seal Coat Type A
2023
0
$ 98,560.00
Seal Coat Type A
2028
0
0
2015
$ 35,190.00
0
Seal Coat Type A
2023
0
$ 8,211.00
Seal Coat Type A
2028
0
0
2015
$ 18,300.00
0
Seal Coat Type A
2023
0
$ 4,270.00
Seal Coat Type A
2028
0
0
2021
Seal Coat Type A
2015
$ 9,800.00
0
Seal Coat Type A
2020
$ 9,800.00
0
2043
0
0
2029
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
$ 7,350.00
0
2043
0
0
2050
0
0
2043
0
0
2043
0
0
2015
2028
2015
2015
Tantramar Court
170
6.9
1173
asphalt
67
43
2015
2015
Taplin Drive
100
6.1
610
asphalt
60
28
2015
2015
Terrace Street
200
7
1400
asphalt
57
23
2015
150
7
1050
asphalt
51
15
2015
380
7
2660
asphalt
12
0
2022
2044
Seal Coat Type A
2022
0
$ 18,620.00
Seal Coat Type A
2027
0
0
800
7
5600
asphalt
43
8
2015
2036
Seal Coat Type A
2015
$ 39,200.00
0
Seal Coat Type A
2020
$ 39,200.00
0
Townsview Court
150
7
1050
asphalt
55
20
2015
2024
Seal Coat Type A
2015
$ 7,350.00
0
Seal Coat Type A
2020
$ 7,350.00
0
Tupper Boulevard
1000
6.4
6400
asphalt
49
13
2015
2031
Seal Coat Type A
2015
$ 44,800.00
0
Seal Coat Type A
2020
$ 44,800.00
0
Veno Avenue
100
7
700
asphalt
42
7
2015
2037
Seal Coat Type A
2015
$ 4,900.00
0
Seal Coat Type A
2020
$ 4,900.00
0
Victor Avenue
350
7
2450
asphalt
58
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 73,500.00
0
Seal Coat Type A
2027
0
0
Walter Purdy Avenue
270
7
1890
asphalt
47
11
2015
2033
Seal Coat Type A
2015
$ 13,230.00
0
Seal Coat Type A
2020
$ 13,230.00
0
Webster Street
200
7
1400
asphalt
6
0
2022
2044
Seal Coat Type A
2022
0
$ 9,800.00
Seal Coat Type A
2027
0
0
Wellington Street
400
6.1
2440
asphalt
55.5
21
2015
2023
Seal Coat Type A
2015
$ 17,080.00
0
Seal Coat Type A
2020
$ 17,080.00
0
Westminister Avenue
300
7
2100
asphalt
61
30
2015
2015
Mill and Overlay 1 Lift
2015
$ 63,000.00
0
Seal Coat Type A
2023
0
$ 14,700.00
West Pleasant Street
750
7.9
5925
asphalt
33
3
2019
2041
Seal Coat Type A
2019
$ 41,475.00
0
Seal Coat Type A
2024
0
$ 41,475.00
West Victoria Street
1500
6.4
9600
asphalt
41.5
7
2015
2037
Seal Coat Type A
2015
$ 67,200.00
0
Seal Coat Type A
2020
$ 67,200.00
0
Willow Court
150
7
1050
asphalt
34
3
2019
2041
Seal Coat Type A
2019
$ 7,350.00
0
Seal Coat Type A
2024
0
$ 7,350.00
2015
Mill and Overlay 1 Lift
2015
$ 422,400.00
0
Seal Coat Type A
2023
0
$ 98,560.00
2015
2050 2050
Seal Coat Type A
16 45
30
0 0
0
52 67.5
61
0 0
0
asphalt asphalt
asphalt
2028 2043
$ 422,400.00
3500 14080
14080
0 0
$ 24,500.00
7 6.4
6.4
0 0
2015
500 2200
2200
Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
2044 2050
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Summit Avenue Tantramar Crescent
Willow Street
Seal Coat Type A
Mill and Overlay 1 Lift Mill and Overlay 1 $ 4,900.00 0 Lift Mill and Overlay 1 $ 7,350.00 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 0 0 Lift Mill and Overlay 1 0 $ 235,200.00 Lift Mill and Overlay 1 0 0 Lift 0
Smith Street
Townsend Avenue (Charles to Church) Townsend Avenue (Donald to Charles) Townsend Avenue (Willow to Donald)
Mill and Overlay 1 Lift Mill and Overlay 1 Lift
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A
2043
0
0
2043
0
0
2032
0
0
2043
0
0
2050
0
0
2043
0
0
2028
0
0
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Mill and Overlay 1 Lift
2047
0
0
2043
0
0
2047
0
0
Seal Coat Type A
2028
0
0
Street Name
Winston Avenue (Civic 37 to South Albion) Winston Avenue (Fairview to Civic 37) York Street
Sidewalk Length (m)
Approximate Present Age Preservation Need Back Calculated (See Note Year 1)
Rehabilitation Need Year
Treatment 1
Treatment 1 Year
0‐5 Year Work Cost
6‐10 Year Work Cost
Treatment 2
Treatment 2 Year
0‐5 Year Work Cost2
6‐10 Year Work Cost3
2015
2022
Seal Coat Type A
2015
$ 12,250.00
0
Seal Coat Type A
2020
$ 12,250.00
0
0
2022
2044
Seal Coat Type A
2022
0
$ 12,250.00
Seal Coat Type A
2027
0
0
25
2015
2019
Mill and Overlay 1 Lift
2019
$ 81,000.00
0
Seal Coat Type A
2027
0
0
Length (m)
Width (m)
Area (m2)
Pavement Type
250
7
1750
asphalt
56
22
250
7
1750
asphalt
6
450
6
2700
asphalt
58
DMI_MRM
Treatment 3
Mill and Overlay 1 Lift Mill and Overlay 1 Lift Seal Coat Type A
Treatment 3 Year
0‐5 Year Work Cost4
6‐10 Year Work Cost5
2043
0
0
2050
0
0
2032
0
0
0
0
NOVA’SCOTIA
FLEXIBLE PAVEMENT CONDITION EVALUATION FORM
Transportation and Infrastructure Renewal Roadname
5
Evalualed by
P5 “3 i,tl
4Li& &iS
I— I
C
C
NOVA SCOTIA
FLEXIBLE PAVEMENT CONDITION EVALUATION FORM
Transportation and Infrastructure Renewal Roadnarne
f-
:-/
R
C
County
JJP
Location, From
District
A
P
To:
Section Length (km)
DM
5/.
C? f
IRI
RUTS (mm)
Road Width (m) Trucks Present
AADT D D
B C
=
=
=
(A + B)
y,
ric,
—
Ditching Required
ii iiiiiiiWAV y Vo
Class
NN.
T iRiFr1K k m;Bis
C
=
Individual Distress
=
Scverisv of Distress
Density iifihe Distress occurrence
Weighting actor Fr cacti individual Distress
Surface
kin citing & C Aggrcgaie Lou
Defecis
Flushing & Hlerding
Surface • Deformations
i’uiiiciics
Rippliiig & Stiiiving —
Track Ruiting Disionioii Whec I
.....
-
Longitudinal o C
Alligator d
Transverse
Distress Comments
,.2c)&
Date.
Evaluated by
c23-;;,
%oi.
A%9J-74PJ
I..— I
0
0
C NOVA0SCOTIA
FLEXIBLE PAVEMENT CONDITION EVALUATION FORM
Transportation and Infrastructure Renewal Roadnarne
0
County
—
District
Location, From
To:
Section Length (km)
DM
IRI
*
RUTS (mm)
Road Width {m) Trucks Present
AADT
y
Ditching Required
n,
N
o IIII1PIOAY 1
I—. — I
T 101111K
Class
N N.,
till_At
D I)
[3 U
=
=
(A
÷
B)
*
A S EVER flY OF
C
=
Individual Disiress
=
Sever ‘Lv of Distres
u
II
1)15 CRESS
t’telltl]i
(Icc,a,e,,cc.
=
Dcn,ty of Ike Distress occurrence
=
ti
Weighting Factor or each individual Distress
0. ‘-C C
t ‘C
0
a
ac
Locat
C
Nc1t405k.
Surthee Dc fecEs
Racclt’no & C. FtasI,tng
Aggrcatc LossY
0)
Local I
•
30!.
Nstosrl
-
43°
Local 3J’
H1,—t,i.
—
-J
H 0
I
Nowusk ai— 1)1)0.
L.
‘otl,otcs
35
& ttlccdistg
I_c’
to
,
Rippling & Shoving
,
Whec I Track Ratting
Surface Del ormattons
-ir
DENSITY OF DISCRESS
..
Distants’,,
I 0 -
.
—
........
......
—
..
— ...
.
...
.—
.....
Longitudinal
I
‘-t C
Alligalor
0
30
U
Transverse
I D.’I
Disiress Comments
A’’ ;
Dale
Evaluated by
7,
/?,HDPr)
Le
0
C
NOVA S COTIA
0
FLEXIBLE PAVEMENT CONDITION EVALUATION FORM
Transportation and Infrastructure Renewal Roadname
County
District
Location. From
Sr
To:
Section Length (km)
DM
IRI
RUTS (mm)
Road \\‘idth (m) Trucks Present
AADT
k’ N
—
Ditching Required
II
I N
Class
;-cI.IISSAY
i
I I hAl
D
= (A +
B)
*
I—I
c
£3 = tndn idint Disiress A B C
=
=
Severits ni Distress
Density of the Distress occurrence
=
Weighting Factor br cacti individual l)sircss
Surfiwe Defects Surface Deformations .
RaeIIing & C
t\gpCIaIC
Losi \ Pot!
Fh,sliinc& ilc:din Ripplwg & Slincing
% heel Track kuning —S——..
Dtslon
Iii’
Longitudinal :L•
Alligator U Transverse
Distress Comments
oi
Date:
[valuated by
c7-, /
C
C
NOVA S&TIA
FLEXIBLE PAVEMENT CONDITION EVALUATION FORM
Transportation and Infrastructure Renewal
4c
Roadname Location, From
C
C— -I.
%c