Site_4_Five_Rivers_Bridge_No_2_Alignment_&_Profile_Report.pdf

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Attached to
OR LINCOLN 807(1), Five Rivers Road Overlay Federal contract opportunity
Solicitation number
69056719B000007
Issued by
Department of Transportation Federal Highway Administration

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F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i

Chain BRIDGE4CL contains:

CUR C52 CUR C53 1115

Beginning chain BRIDGE4CL description

Curve Data Curve C52 P.I. Station 401+50.72 N 255,158.0982 E 7,323,364.9128 Delta = 23° 20' 53.43" (LT) Degree = 23° 20' 27.01" Tangent = 50.7195 Length = 100.0314 Radius = 245.4744 External = 5.1850 Long Chord = 99.3408 Mid. Ord. = 5.0778 P.C. Station 401+00.00 N 255,156.7075 E 7,323,415.6133 P.T. Station 402+00.03 N 255,139.2814 E 7,323,317.8129 C.C. N 254,911.3254 E 7,323,408.8827 Back = N 88° 25' 43.78" W Ahead = S 68° 13' 22.79" W Chord Bear = S 79° 53' 49.50" W

Curve Data Curve C53 P.I. Station 402+40.45 N 255,124.6021 E 7,323,280.1490 Delta = 18° 42' 29.35" (LT) Degree = 23° 20' 53.00" Tangent = 40.4234 Length = 80.1272 Radius = 245.3985 External = 3.3071 Long Chord = 79.7718 Mid. Ord. = 3.2631 P.C. Station 402+00.03 N 255,139.2814 E 7,323,317.8129 P.T. Station 402+80.16 N 255,098.6177 E 7,323,249.1835 C.C. N 254,910.6353 E 7,323,406.9271 Back = S 68° 42' 24.43" W Ahead = S 49° 59' 55.08" W Chord Bear = S 59° 21' 09.76" W

Course from PT C53 to 1115 S 50° 05' 55.30" W Dist 319.8891

Point 1115 N 254,893.4194 E 7,323,003.7804 Sta 406+00.05

Ending chain BRIDGE4CL description

<* 2 Print Profile PROP4

Beginning profile PROP4 description:

STATION ELEV GRADE TOTAL L BACK L AHEAD L

F:\6873 WFLHD - Five Rivers Overlay\DGN\deleteTmpP01.i

VPI 1 401+00.11 186.2844

VPC 401+45.72 186.1287 -0.3413 K = 44.6

Low Point 401+60.93 186.1027

VPI 2 401+95.72 185.9580 100.0000 50.0000 50.0000

VPT 402+45.72 186.9094 1.9027

VPC 404+42.83 190.6599 1.9027 K = 155.7

VPI 3 405+05.33 191.8491 125.0000 62.5000 62.5000

VPT 405+67.83 193.5400 2.7054

VPI 4 405+99.98 194.4098 2.7054

Ending profile PROP4 description

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