Source: https://www.law.cornell.edu/cfr/text/33/part-277/appendix-B
Timestamp: 2015-05-25 20:08:03
Document Index: 629628614

Matched Legal Cases: ['art 277', 'art 277', 'art 277', 'art 277', 'art 277', '§ 277', '§ 277', '§ 277', '§ 277', '§ 277', '§ 277', '§ 277', '§ 277', '§ 277']

33 CFR Part 277, Appendix B to Part 277 - Hypothetical Example of Cost Apportionment | LII / Legal Information Institute
CFR › Title 33 › Chapter II › Part 277 › Appendix B 33 CFR Part 277, Appendix B to Part 277 - Hypothetical Example of Cost Apportionment
Pt. 277, App. B
1. Total estimated cost of alteration project
$10,917,300
a. Removing old bridge (owner's share)
b. Fixed charges (owner's share)
c. Contribution by third party
d. Betterments
4. Expectable savings in repair or maintenance costs
5. Costs attributable to requirements of railway and highway traffic
6. Expenditure for increased carrying capacity
7. Expired service life of old bridge
(1) Cost of alteration to be apportioned is the total estimated cost of the project (excluding contingencies) less salvage value (§ 277.8(b)), less contribution by third party, if applicable (§ 277.8c(3)).
(2) Share to be borne by the bridge owner is the sum of the direct and special benefits (§ 277.8(c)) expectable savings in repair or maintenane costs (paragraph 8d), costs attributable to requirements of railway and highway traffic (§ 277.8(e)), expenditure for increased carrying capacity (§ 277.8(f)) and expired service life of old bridge (§ 277.8(g))
$8,104,052
$8,674,052
2Removal of old bridge
4Additional highway approaches
5Railroad force account work
6Additional signaling
7Right-of-way
8Additional right-of-way
10,917,300
−77,300
Less contribution by third party
−432,000
Total cost of alteration to be apportioned
Less right-of-way (Items 7 and 8)
−46.140
10,361,860
Total estimated cost of project (excluding contingencies) (table A)
Removing old bridge
Costs attributable to requirements of railway and highway traffic
Expenditure for increased carrying capacity
Expired service life of old bridge
4,959,897
Share to be borne by the United States
5,449,103
Contingencies 15 pct
Share to be borne by the bridge owner
5,703,882
Present Worth Factor based on 47/8%, FY 1970, as established by Water Resources Council. The actual factor to be used shall be that current at the time of alteration.
Ties and Timber
Rail, 110 lb
4,644,537×598,400=284,460
$10,361,860
Less fixed charges
Costs attributable to requirements of railway and highway traffic (less right-of-way)
4,644,537
Fixed charges by owner
New furniture and water cooler in control house
Increased cost of elevators over stairways
Increased cost of galvanized steel grating walkways over timber walkways
Present worth factor based on 47/8 pct., F.Y. 1970, as established by Water Resources Council. The actual factor to be used shall be that current at the time of the study.
Cost in 1970 to repair damaged bridge
Savings in repair costs
Average annual maintenance cost for old bridge
Estimated annual maintenance cost for new bridge
Total decrease in annual maintenance costs
Annual savings capitalized (50 years) @ 47/8%:875÷0.05372
Heavier running rail (130 lb in lieu of 110 lb)
Paving, lower deck
Additional signaling
Additional highway approaches
1 Excludes all items in Table III and first two items in Table V.
Cost of new bridge designed for Cooper E 60 and AASHO HS20-44 loading 1
$8,609,592
Cost of replacement-in-kind (hypothetical) bridge designed for Cooper E 45 and AASHO H15-44 loading 1
6,279,592
Value of expired service life (4)×(7)—(8)
Percent of total (6)(5)—(7)
1 Held at 50% if maintained in good condition.
2 Roadway approaches to be abandoned.
3 Weighted average 100 ×492, 038/633, 678=78%.
Column (3): Salvage—refer to § 277.8(b).
Column (5): Estimated Service Life—refer to § 277.8(g).
Column (6) & (7): Expired Service Life—refer to § 277.8(g).
Right End Pier
Left End Pier
Left Approach Spans
Right Approach Spans
Roadway Approaches: 2