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Formed by July 1 , 1919 M-28 began in Wakefield at a junction with then M-12 and ran roughly along the current alignment to end at M-15, 6.5 mile east of Covington.
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By 1990, DE 71 was extended back south along its original alignment to again end at US 13 south of Townsend.
The resulting alignments were checked manually to identify the best hits considering score and identity values as well as a nearly complete alignment from start to end of the query.
Overlapping alignments are similar to global alignments, i.e., alignments spanning from end to end for two maps of roughly equal length, but to search for overlap alignment gaps after the ends of either map are not penalized.
This can be attributed to two factors: First, we are computing local alignments, so we can always choose to end the alignment subtrees in the nodes u, v. Second, there are many different labels found at the edges (or nodes) of a fragmentation tree.
In 1965, US 113 was moved to a bypass to the east of Frederica, and DE 12 was extended north on the former alignment of US 113 to end at that route a short distance north of Frederica.
As a result, US 13 was moved to the new freeway between DE 72 and Tybouts Corner, and DE 7 was extended south along the former alignment of US 13 to end at US 13 and DE 72 to the west of Delaware City.
In Newark, the route ran concurrent with DE 2. By 1952, US 40 was realigned to use the Delaware Memorial Bridge to cross the Delaware River, and DE 273 was extended east along the former alignment of US 40 to end at present-day DE 9 in New Castle.
In the 1953 New Jersey state highway renumbering, Route 34 was extended north along the alignment of Route 4A to end at U.S. Route 9 in Cheesequake while the southern terminus was cut back to the Brielle Circle intersection with Route 35 and Route 70, the latter having replaced Route 34 south of this point.
SR 190 turns east away from the wash at the turnoff to Dante's View, and soon leaves the park, after which it follows a mostly straight alignment to its end at State Route 127 at Death Valley Junction.
The following parameters were considered (see explanatory Figure 3): i) ratio of alignment length to oligo length (percent alignment); ii) maximum number of mismatches; and iii) distance from the start of oligo/transcript alignment to oligo 5' end.
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