ak-13506-Signoff_Alignments.pdf
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- Attached to
- AK DOT 135(6), Glenn Highway Rehabilitation Kings River Bridge Section: MP 66. 0 to 67. 2
- Solicitation number
- 69056719B000032
About this file
This document contains horizontal and vertical alignment data and profile views for a highway rehabilitation project on the Glenn Highway in Alaska from milepost 66.0 to 67.2, as well as the related federal solicitation. The project includes rehabilitation of the Kings River Bridge section and requires curve data, station elevations, and grades for three horizontal curves and the associated vertical profile. The federal solicitation is an Invitation for Bid for the project issued by the Federal Highway Administration and the Alaska Department of Transportation. Bids are due under solicitation number 69056719B000032 for construction services to rehabilitate approximately 1.2 miles of the Glenn Highway and the Kings River Bridge between mileposts 66.0 to 67.2.
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AK DOT 135(6), GLENN HIGHWAY REHABILITATION, KINGS RIVER SECTION: MP 66.0 TO MP 67.2
Horizontal and Vertical Alignment Data
For
AK DOT 135(6)
GLENN HIGHWAY REHABILITATION
KINGS RIVER BRIDGE SECTION:
MP 66.0 TO MP 67.2
3395+00 TO 3457+00
File: C:\MyFiles\0V8_Projects\AK DOT 135(06)\CADD_DES_100\HA_KRB‐02506.oNP.txt 7/12/20
Copyright: (c) 2013 Bentley Systems, Incorporated. All rights reserved.
Project:
Subject:
Job No. 506 Operator: NP Date: Tuesday July 12, 2022 2:57 pm
SYSTEM FIX 2 ASEC 1 BEAR PRI 0 RED NE STA 3 FILE: 'HA_KRB‐02'
* 1 Describe Chain KRB_02
Chain KRB_02 contains:
110 CUR KRB_02‐1 CUR KRB_02‐2 CUR KRB_02‐3 111
Beginning chain KRB_02 description
Point 110 N 203,459.72 E 116,562.25 Sta 3394+89.260
Course from 110 to PC KRB_02‐1 N 74° 45' 31.2" E Dist 674.86
Curve Data Curve KRB_02‐1 P.I. Station 3412+88.764 N 203,932.78 E 118,298.46 Delta = 102° 39' 45.3" (RT) Degree = 6° 21' 58.3" Tangent = 1,124.64 Length = 1,612.62 Radius = 900.00 External = 540.42 Long Chord = 1,405.39 Mid. Ord. = 337.67 P.C. Station 3401+64.122 N 203,637.13 E 117,213.38 P.T. Station 3417+76.742 N 202,809.28 E 118,349.06 C.C. N 202,768.79 E 117,449.97 Back = N 74° 45' 31.2" E Ahead = S 2° 34' 43.5" E Chord Bear = S 53° 54' 36.1" E
Course from PT KRB_02‐1 to PC KRB_02‐2 S 2° 34' 43.5" E Dist 1,615.49
Curve Data Curve KRB_02‐2 P.I. Station 3436+97.676 N 200,890.29 E 118,435.49 Delta = 26° 26' 39.1" (LT) Degree = 4° 24' 26.5" Tangent = 305.44
Page: 1
File: C:\MyFiles\0V8_Projects\AK DOT 135(06)\CADD_DES_100\HA_KRB‐02506.oNP.txt 7/12/20
Length = 600.00 Radius = 1,300.00 External = 35.40 Long Chord = 594.69 Mid. Ord. = 34.46 P.C. Station 3433+92.235 N 201,195.43 E 118,421.75 P.T. Station 3439+92.235 N 200,623.21 E 118,583.68 C.C. N 201,253.92 E 119,720.43 Back = S 2° 34' 43.5" E Ahead = S 29° 01' 22.6" E Chord Bear = S 15° 48' 03.1" E
Curve Data Curve KRB_02‐3 P.I. Station 3447+41.177 N 199,968.31 E 118,947.03 Delta = 74° 46' 33.8" (LT) Degree = 5° 50' 47.4" Tangent = 748.94 Length = 1,278.99 Radius = 980.00 External = 253.42 Long Chord = 1,190.13 Mid. Ord. = 201.35 P.C. Station 3439+92.235 N 200,623.21 E 118,583.68 P.T. Station 3452+71.222 N 200,146.95 E 119,674.36 C.C. N 201,098.66 E 119,440.61 Back = S 29° 01' 22.6" E Ahead = N 76° 12' 03.5" E Chord Bear = S 66° 24' 39.5" E
Course from PT KRB_02‐3 to 111 N 76° 12' 03.5" E Dist 433.78
Point 111 N 200,250.41 E 120,095.62 Sta 3457+05.000
Ending chain KRB_02 description
Page: 2
File: C:\MyFiles\0V8_Projects\AK DOT 135(06)\CADD_DES_100\VA_KRB02_PP506.oNP.txt 7/12/
Copyright: (c) 2013 Bentley Systems, Incorporated. All rights reserved.
Project:
Subject:
Job No. 506 Operator: NP Date: Tuesday July 12, 2022 3:00 pm
SYSTEM FIX 2 ASEC 1 BEAR PRI 0 RED NE STA 3 FILE: 'VA_KRB02_PP'
* 1 Print Profile KRB02_PP
Beginning profile KRB02_PP description:
STATION ELEV GRADE TOTAL L BACK L AHEAD L
VPI 1 3394+89.260 573.64
VPC 3399+90.000 584.49 2.17 K = 255.9 SSD = 583.2
VPI 2 3404+40.000 594.24 900.00 450.00 450.00
High Point 3405+44.524 590.50
VPT 3408+90.000 588.17 ‐1.35
VPC 3412+40.000 583.44 ‐1.35 K = 352.9
VPI 3 3413+90.000 581.42 300.00 150.00 150.00
VPT 3415+40.000 580.67 ‐0.50
VPI 4 3419+41.500 578.66 ‐0.50
VPI 5 3422+34.500 577.20 ‐0.50
VPC 3425+50.000 575.62 ‐0.50 K = 190.5
Low Point 3426+45.238 575.38
VPI 6 3427+50.000 574.62 400.00 200.00 200.00
VPT 3429+50.000 577.82 1.60
VPC 3429+80.000 578.30 1.60 K = 85.7 SSD = 337.5
High Point 3431+17.143 579.39
VPI 7 3431+60.000 581.18 360.00 180.00 180.00
VPT 3433+40.000 576.50 ‐2.60
VPC 3433+50.000 576.24 ‐2.60 K = 100.0
VPI 8 3435+00.000 572.34 300.00 150.00 150.00
Low Point 3436+10.000 572.86
VPT 3436+50.000 572.94 0.40
VPC 3437+37.500 573.29 0.40 K = 96.6
VPI 9 3440+70.000 574.62 665.00 332.50 332.50
Page: 1
File: C:\MyFiles\0V8_Projects\AK DOT 135(06)\CADD_DES_100\VA_KRB02_PP506.oNP.txt 7/12/
VPT 3444+02.500 598.84 7.29
VPC 3446+00.000 613.23 7.29 K = 1048.8 SSD = 2473.2
VPI 10 3447+50.000 624.16 300.00 150.00 150.00
VPT 3449+00.000 634.66 7.00
VPC 3449+95.000 641.31 7.00 K = 104.7 SSD = 381.9
VPI 11 3451+45.000 651.81 300.00 150.00 150.00
VPT 3452+95.000 658.01 4.13
VPI 12 3457+05.000 674.97 4.13
Ending profile KRB02_PP description
Page: 2
File details come from the government source that posted it. Updated .