Drawings.pdf

PDF 2 MB Posted May 28, 2010

Attached to: RECOVERY: Lochsa-Pierce Ashpalt Repair, Clearwater NF
Solicitation number: AG-82B1-S-10-0390
Issued by: Department of Agriculture Forest Service Washington Office Economic Recovery Operations Center Intermountain

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File	Type	Posted
Amend2_SF30.doc	DOC document	Jun 10, 2010
Amend1_SF30.doc	DOC document	Jun 2, 2010
FSSS.docx	DOCX document	May 28, 2010
Wage Determination ID100015.docx	DOCX document	May 28, 2010
sol_pkg.doc	DOC document	May 28, 2010

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VICINITY MAP

INDEX TO SHEETS

For

CONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

LOCHSA & NORTH FORK RANGER DISTRICTS

CLEARWATER NATIONAL FOREST

CLEARWATER, IDAHO, & LEWIS COUNTIES, IDAHO

104 East Broadway, Suite G-1 P.O. Box 1009

Helena, MT 59624 406-442-0370

406-442-0377 (fax) dowlhkm.com

WALLACE

KELLOGG

COEUR D' ALENE

MOSCOW

LEWISTON

SALMON

TWIN

FALLS

POCATELLO

IDAHO

FALLS

CHALLIS

McCALL

BOISE

SAND POINT

CLEARWATER

IDAHO COUNTY

KAMIAH RS / KOOSKIA RS

ROAD 100 / MUSSELLSHELL WC

ROAD 250

material sources

COUNTY

END PROJECT: MP 18.2 END

PROJECT: MP 29.0

BEGIN

PROJECT: MP 16.2

BEGIN

PROJECT: MP 0.0

MUSSELSHELL WC

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A R

BASE BID/PRIMARY PROJECT

NAME CATEGORY DESCRIPTION OF WORK

ROAD 100 - MP 16.2 TO MP 19.6 RD ALL REPAIR WORK

ROAD 100 - MP 19.6 TO MP 29.0 RD ALL REPAIR WORK

ROAD 250 - MP 0.0 TO MP 18.2 RD ALL REPAIR WORK

ADDITIVES

NAME CATEGORY DESCRIPTION OF WORK

ROAD 250 - MP 0.0 TO MP 18.2 RD CHIP SEAL

KAMIAH RANGER STATION AS ALL REPAIR WORK & CHIP SEAL

KOOSKIA RANGER STATION AS ALL REPAIR WORK & CHIP SEAL

MUSSELSHELL WORK CENTER AS ALL REPAIR WORK & CHIP SEAL

AS = ADMINISTRATIVE SITE

RD = ROAD

GENERAL NOTES

SPECIFICATIONS: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 AND APPLICABLE FOREST SERVICE SUPPLEMENTAL

SPECIFICATIONS (FSSS).

TRAFFIC CONTROL: THE CONTRACTOR SHALL FURNISH, MAINTAIN, RELOCATE, AND REMOVE ALL TEMPORARY TRAFFIC CONTROL DEVICES AND SERVICES AS MAY BE NECESSARY FOR THE PURPOSE OF REGULATION, WARNING, OR GUIDING TRAFFIC THROUGH THE PROJECT. PLACEMENT AND MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FOR STREETS AND HIGHWAYS) AND APPLICABLE SECTIONS OF THE CONSTRUCTION

SPECIFICATIONS.

UTILITIES: CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND DETERMINE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. RELOCATION OF UTILITIES IS INCIDENTAL TO OTHER PAY ITEMS. CONTRACTOR SHALL BE AWARE THAT THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND NO GUARANTEE IS GIVEN OR IMPLIED AS TO THE ACCURACY OF LOCATION PROVIDED OR THAT ALL UTILITIES ARE SHOWN. CONTRACTOR SHALL MAKE OWN INVESTIGATIONS AS TO THE LOCATION OF ALL EXISTING UNDERGROUND STRUCTURES, CABLES, AND PIPELINES. THE CONTRACTOR MUST CALL THE LOCAL UTILITY SERVICE AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. CALL BEFORE YOU DIG:

1-800-342-1585.

CONSTRUCTION DELINEATION: CONTRACTOR IS RESPONSIBLE FOR REVIEWING PLANS AND PROVIDING CONSTRUCTION DELINEATION FOR ALL REMEDIES TO BE REVIEWED AND APPROVED BY THE CO BEFORE COMMENCING REPAIRS. WORK IS INCIDENTAL TO OTHER PAY

ITEMS.

QUANTITIES FOR CRACKS, JOINTS, PATCHING, AND SEALING: AN ESTIMATED QUANTITY BASED ON FIELD OBSERVATION HAS BEEN INCLUDED IN THE CONTRACT. THE SPECIFIC LOCATION AND LIMITS OF ALL PAVEMENT REPAIRS SHALL BE APPROVED BY THE CO PRIOR

TO CONSTRUCTION.

BUTT JOINTS: BUTT JOINTS TO BE INSTALLED AT THE ENDS OF ALL RECONSTRUCTION RESURFACING (WHERE THE RESURFACING MEETS

EXISTING PAVEMENT).

REMOVAL OF ROCKS: IF LARGE EMBEDDED ROCKS ARE ENCOUNTERED IN ROADWAY, REMOVE ROCK TO 6-INCHES BELOW SURFACE.

REMOVAL OF ROCK IS INCIDENTAL TO OTHER PAY ITEMS.

CONSTRUCTION SEQUENCING: REFER TO SECTION 156 OF THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR

CONSTRUCTION SEQUENCING AND TRAFFIC CONTROL.

HOT ASPHALT CONCRETE PAVEMENT (403): BINDER PG 58-28, CLASS B MIX (403.03); GRADATION C (703.07)

SINGLE COURSE SURFACE TREATMENT (409) (CHIP SEAL): BROOMING AND CLEANING OF EXISTING PAVEMENT IS INCIDENTAL TO AND INCLUDED IN THE COST FOR CHIP SEAL. PRIOR TO CHIP SEALING, ALL NEW PAVEMENT PATCHES TO BE FOG-SEALED AS PER SUBSECTION

409.05 AND WILL BE TREATED AS INCIDENTAL COST TO SINGLE COURSE SURFACE TREATMENT.

SINGLE COURSE SURFACE TREATMENT QUANTITIES: ESTIMATED QUANTITIES ARE:

CRS-2P EMULSION (702.03): 0.45-0.48 GALLONS/SY (TABLE 409-1)

3/8-INCH SURFACE TREATMENT AGGREGATE DESIGNATION 1C (703.01): 24-28 LBS/SY (TABLE 409-1) ACTUAL CONSTRUCTION RATES TO BE ESTABLISHED IN THE FIELD AT START-UP BY THE CO, THROUGH USE OF SHORT TEST SECTIONS

AND EQUIPMENT CALIBRATION TESTING PROCEDURES (409.07).

ROAD 100 (MP 16.2 TO MP 19.6) - BASE BID

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41416 CRACK SEAL WITHOUT ROUTING AQ LF 2,130

41417 CRACK SEAL WITH ROUTING AQ LF 1,600

43016 CUTOUT/PATCH SECTION AQ SY 310

43017 SKIN PATCH AQ SY 440

ROAD 100 (MP 19.6 TO MP 29.0) - BASE BID

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41416 CRACK SEAL WITHOUT ROUTING AQ LF 100

41417 CRACK SEAL WITH ROUTING AQ LF 1,120

43016 CUTOUT/PATCH SECTION AQ SY 1,920

43017 SKIN PATCH AQ SY 100

ROAD 250 (MP 0.0 TO MP 18.2) - BASE BID

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41416 CRACK SEAL WITHOUT ROUTING AQ LF 1,800

41417 CRACK SEAL WITH ROUTING AQ LF 920

43016 CUTOUT/PATCH SECTION AQ SY 4,800

43016 POTHOLE PATCH AQ SY 20

43017 SKIN PATCH AQ SY 50

ROAD 250 (MP 0.0 TO MP 18.2) - ADDITIVE ITEM

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

40901 SURFACE TREATMENT AGGREGATE

DESIGNATION IC CQ TON 3,770

40904 EMULSIFIED ASPHALT GRADE

CRS-2P CQ TON 510

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16 17 18 19 20 21 22 23 24 25 26 27 28 29

Mile Post

ROAD 100 PAVEMENT REHABILITATION REMEDIES

(NOTE: INFORMATIONAL ONLY. FOR BIDDING PURPOSES, REFER TO SCHEDULE OF ITEMS)

Crack Seal (w/o route)

Crack Seal (w/ route)

M P

Fo re st

B ou nd ar y

Be gi n R oa d

Su rv ey

M P

Ya ku s

Cr ee k

En d

Ro ad

S ur ve y

EXACT LOCATION OF REPAIR REMEDIES UNKNOWN.

LOCATION AND LIMITS OF REPAIRS TO BE

DETERMINED IN THE FIELD

BY THE CO AT THE TIME OF CONSTRUCTION.

16 17 18 19 20 21 22 23 24 25 26 27 28 29

Mile Post

Cut Out/Patch Skin Patch

M P

Fo re st

B ou nd ar y

En d

Ro ad

S ur ve y

Be gi n R oa d

Sr uv ey

M P

Ya ku s

Cr ee k

EXACT LOCATION OF REPAIR REMEDIES UNKNOWN.

LOCATION AND LIMITS OF REPAIRS TO BE

DETERMINED IN THE FIELD

BY THE CO AT THE TIME OF CONSTRUCTION.

Road #, CG, or Admin. Site

Approx. Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Skin Patch

(SY)

Road 100 16.20 - 19.55 Yakus Creek to Forest

Boundary

EXACT LOCATION OF REPAIR REMEDIES UNKNOWN. LOCATION

AND LIMITS OF REPAIRS TO BE DETERMINED IN THE FIELD BY

THE CO AT THE TIME OF CONSTRUCTION.

Road 100 19.55 Forest Boundary

Road 100 19.69 Surface Raveling R No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 100 19.79 Mud Creek Future Culvert Replacement Project. No Pavement Repair Needed

Approx. 20' Either Side of Culvert.

Road 100 19.88 Transverse Crack R 15

Road 100 19.89 Transverse Crack 24

Road 100 19.91 Subsidence L 53

Road 100 19.92 Transverse Crack 24

Road 100 19.93 Transverse Crack 3

Road 100 19.95 Transverse Crack L 3

Road 100 19.97 Transverse Crack R 12

Road 100 19.99 Transverse Crack R 18

Road 100 20.00 MP 20

Road 100 20.06 Transverse Crack R 16

Road 100 20.08 Transverse Crack/Edge

Cracking R 24 2

Road 100 20.09 Transverse Crack R 12

Road 100 20.12 Subsidence L 173

Road 100 20.14 Transverse Crack 3

Road 100 20.15 Transverse Crack R 2

Road 100 20.16 Transverse Crack 3

Road 100 20.18 Subsidence L 93

Road 100 20.18 Transverse Crack 3

Road 100 20.19 Transverse Crack 24

Road 100 20.23 Transverse Crack 3

Road 100 20.24 Transverse Crack R 2

Road 100 20.25 Transverse Crack 3

Road 100 20.26 Transverse Crack 3

Road 100 20.27 Transverse Crack 24

Road 100 20.28 Transverse Crack 24

Road 100 20.28 Transverse Crack R 12

Road 100 20.30 Transverse Crack/Subsidence L 27

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Road 100 20.31 Transverse Crack R 2

Road 100 20.32 Transverse Crack 3

Road 100 20.33 Transverse Crack 3

Road 100 20.34 Transverse Crack 3

Road 100 20.35 Transverse Crack 3

Road 100 20.36 Transverse Crack 3

Road 100 20.39 Transverse Crack 3

Road 100 20.40 Transverse Crack R 2

Road 100 20.41 Transverse Crack R 14

Road 100 20.41 Transverse Crack R 2

Road 100 20.42 Transverse Crack R 2

Road 100 20.44 Transverse Crack R 2

Road 100 20.45 Transverse Crack R 2

Road 100 20.48 Transverse Crack 3

Road 100 20.48 Transverse Crack R 16

Road 100 20.54 Edge Cracking L 2

Road 100 20.55 Subsidence L 14

Road 100 20.57 Transverse Crack R 14

Road 100 20.59 Transverse Crack R 14

Road 100 20.74 Transverse Crack R 17

Road 100 20.76 Longitudinal R 81

Road 100 20.81 Subsidence L (1" Drop) 72

Road 100 20.84 Subsidence L 9

Road 100 20.86 Subsidence L 45

Road 100 20.86 Transverse Crack R 13

Road 100 20.87 Subsidence L/Transverse Crack R 6 4

Road 100 20.89 Transverse Crack 24

Road 100 20.90 Transverse Crack 24

Road 100 20.95 Transverse Crack R 12

Road 100 20.96 Longitudinal Cracking LC 11

Road 100 20.96 Transverse Crack L 12

Road #, CG, or Admin.

Site

Approx. Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Skin Patch

(SY)

R O

A D

P A

E N

T R

N L

O G

A S

T C

R W

R N

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A L

E a s t

B r o a d w a y S u it e G

-1 P

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H e l e n a

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Road 100 23.39 Transverse Crack L 13

Road 100 23.44 Subsidence L 15

Road 100 23.47 Subsidence L 13

Road 100 23.50 Culvert

Road 100 23.95 MP 24

Road 100 24.19 Rd. 5150 Intersection

Road 100 24.47 Subsidence L 15

Road 100 24.94 MP 25

Road 100 25.11 Nevada Creek

Road 100 25.13 Rd. 5132 Intersection

Road 100 25.72 Potholes/Surface Raveling R 67

Road 100 25.93 MP 26

Road 100 26.02 Utah Creek

Road 100 26.47 Culvert

Road 100 26.89 MP 27

Road 100 27.06 Rd. 5135 Intersection/White Creek/Culvert

Road 100 27.15 Lolo Creek Bridge

Road 100 27.46 Rd. 5136 Intersection

Road 100 27.56 Trail 5146

Road 100 27.60 Minor Weathering/R Wheel Tracks No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 100 27.75 Transverse Crack/Heaving 21

Road 100 27.83 Rd. 5150 Intersection

Road 100 27.89 MP 28

Road 100 28.63 Hairline cracks, RC No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 100 28.73 Transverse Crack 27

Road 100 28.75 Musselshell Creek Bridge

Road 100 28.76 Transverse Crack 27

Road 100 28.80 Rd. 535 Intersection

Road 100 28.82 Culvert

Road 100 28.87 MP 29

Road #, CG, or Admin.

Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch

Section (SY)

Skin Patch

(SY)

Road 100 20.97 Transverse Crack/Tire Wear R 24

Road 100 20.98 MP 21

Road 100 20.98 Longitudinal Cracking RC 101

Road 100 21.04 Subsidence L 443

Road 100 21.38 Rd. Intersection

Road 100 21.55 Longitudinal Crack LC (1" sink) 29

Road 100 21.62 Transverse Crack 22

Road 100 21.63 Subsidence L 21

Road 100 21.66 Transverse Crack R 15

Road 100 21.66 Longitudinal Crack 19

Road 100 21.67 Transverse Crack 22

Road 100 21.72 Subsidence L 160

Road 100 21.79 Longitudinal L 29

Road 100 21.80 Transverse Crack 30

Road 100 21.82 Edge Cracking L 6

Road 100 21.86 Edge Cracking L/Heaving 3

Road 100 21.90 Longitudinal C 52

Road 100 21.93 Surface Raveling/Transverse Crack 18

Road 100 21.97 MP 22

Road 100 22.02 Subsidence L 93

Road 100 22.04 Pheasant Camp

Road 100 22.12 Subsidence L 171

Road 100 22.14 Subsidence L 45

Road 100 22.16 Subsidence L (by a spring) 3

Road 100 22.37 Subsidence L 86

Road 100 22.51 Rd. 5115/Lolo Creek Campground

Road 100 22.60 Rd. 500 Intersection

Road 100 22.66 Eldorado Creek Bridge

Road 100 22.71 Rd. Intersection

Road 100 22.86 Subsidence/Heave L 36

Road 100 22.97 MP 23/Rd. 5112 Intersection

Road 100 23.14 Transverse Crack 24

Road 100 23.18 Road Fill @ MP 23.2 (175 LF) Active Slide. No Repairs Needed.

Road #, CG, or Admin.

Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch

Section (SY)

Skin Patch

(SY)

R O

A D

P A

E N

T R

N L

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R W

R N

O N

A L

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B r o a d w a y S u it e G

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B o x

H e l e n a

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0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

Mile Post

Cut Out/Patch

Pothole Patch

Skin Patch

St ar t R oa d

Su rv ey

P 0.

En d

R oa d

Su rv ey

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

Mile Post

ROAD 250 PAVEMENT REHABILITATION REMEDIES

(NOTE: INFORMATIONAL ONLY. FOR BIDDING PURPOSES, REFER TO SCHEDULE OF ITEMS.)

Crack Seal (w/ route) Crack Seal (w/o route)

St ar t R oa d

Su rv ey

P 0.

En d

R oa d

Su rv ey

A S

T C

R W

R N

O N

A L

E a s t

B r o a d w a y S u it e G

-1 P

B o x

H e l e n a

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-4

-0

-4

-0 f a x d o w l h k m

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Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

R O

A D

P A

E N

T R

N L

O G

Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road 250 0.00 Bridge/Start

Road 250 0.03 JCT 250/100

Road 250 0.41 Transverse Cracking

(1/4") 24

Road 250 0.42 Transverse Cracking (2") 3

Road 250 0.48 Orofino Creek Bridge

Road 250 0.58 Longitudinal Cracking C

(1/2") 120

Road 250 0.73 Longitudinal Cracking L to R 167

Road 250 0.97 Pot Hole L 1.0

Road 250 1.02 MP 1 / Longitudinal LC 52

Road 250 1.20 Surface Raveling C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 1.23 Longitudinal R (>1/2") & Subsidence R 166 111

Road 250 1.31 Patching C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 1.44 Longitudinal L 57

Road 250 1.46 Subsidence R (minor)

(1/2 lane) 14

Road 250 1.48 Pot Hole R 0.4

Road 250 1.59 St. Louis Gulch JCT

Road 250 1.64 Subsidence L (minor) 17

Road 250 1.67 Subsidence R (entire R lane) 49

Road 250 1.68 Patching C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 1.70 Subsidence R 17

Road 250 1.73 Lack of Tar Seal L Lane /

Longitudinal R 8

Road 250 1.80 Subsidence R & Surface

Raveling C 41

Road 250 1.87 Surface Raveling C &

Patching C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 1.89 Lack of Tar Seal No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 1.98 C Longitudinal Cracking 32

Road 250 2.00 MP 2

Road 250 2.10 Longitudinal C 50

Road 250 2.35 Longitudinal C (1/4") 42

Road 250 2.43 Entering CW National Forest

Road 250 2.46 Longitudinal R 15

Road 250 2.54 Longitudinal R to L (1/4") 58

Road 250 2.68 Subsidence R 46

Road 250 2.79 Subsidence R 24

Road 250 2.83 Subsidence L (1/2 lane) 130

Road 250 2.87 Surface Raveling &

Patching LC No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 2.96 Surface Raveling &

Patching LC No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 3.05 Surface Raveling &

Patching L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 3.14 Surface Raveling &

Patching L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 3.18 Patching & Surface

Raveling L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 3.21 Longitudinal L 68

Road 250 3.23 Longitudinal L (1") 2

Road 250 3.31 Surface Raveling C &

Patching C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 3.46 Surface Raveling C &

Patching C No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 4.00 MP 4

Road 250 4.09 Subsidence R (entire R lane) 105

Road 250 4.12 Subsidence R (1/4 lane)(2") 12

Road 250 4.14 Armstrong Gulch

Road 250 4.16 Subsidence R (1/2 lane) 33

Road 250 4.21 Longitudinal R 17

Road 250 4.21 JCT 5161

Road 250 4.27 Subsidence Patch (entire

R lane and 1/2 L lane) 118

Road 250 4.29 Subsidence R (entire R lane) 84

Road 250 4.31 Subsidence R (1/2 lane) 27

Road 250 4.45 Subsidence R (1/2 lane) 167

Road 250 4.49 Subsidence R (1/4 lane) 26

Road 250 4.54 Subsidence R (1/2 lane) 134

Road 250 4.56 Subsidence L (entire L lane) 420

Road 250 4.64 Transverse Cracking R

(entire R lane) 12

Road 250 4.66 Subsidence R (1/4 lane) 86

Road 250 4.73 Subsidence R (1/2 lane) 53

Road 250 4.75 JCT

Road 250 4.80 Subsidence R (1/2 lane) 57

Road 250 4.84 Longitudinal R 6

Road 250 4.87 Subsidence R (1/2 lane)

(1" drop) 43

Road 250 4.99 MP 5

Road 250 5.05 Longitudinal R (with veins) 100

Road 250 5.13 Subsidence R (minor) 6

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Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road 250 5.18 Patching L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 5.28 Subsidence R 13

Road 250 5.33 Subsidence (1/2 lane)

(major subsidence) & major cracking on edge

Road 250 5.40 Subsidence R (1/4 lane) 13

Road 250 5.42 Patching L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 5.52 Subsidence R (1/4 lane) 13

Road 250 5.57 Subsidence Patch R 53

Road 250 5.61 Subsidence R (1/2 lane) 22

Road 250 5.67 Subsidence R (2") 153

Road 250 5.70 JCT 5160

Road 250 5.75 Longitudinal C 50

Road 250 5.78 Subsidence R to L 373

Road 250 5.84 Longitudinal R (1/2") 15

Road 250 5.85 Future culvert replacement location at Rosebud Creek

Future culvert replacement project. Do not repair pavement 20' either side of culvert.

Road 250 5.93 Subsidence R (1/2 lane) 52

Road 250 6.02 Subsidence R (1/2 lane) & edge cracking 57

Road 250 6.21 Longitudinal RC 27

Road 250 6.26 Subsidence R (1/2 lane) 50

Road 250 6.34 Subsidence R 6

Road 250 6.47 Subsidence R (1/2 lane) 43

Road 250 6.63 Subsidence R (1/2 lane)

(1/2" wide) (1" drop) 15

Road 250 6.68 Subsidence R (Broken

Chunk off Edge) 1

Road 250 6.73 Subsidence R (entire lane, 1/2" wide) 107

Road 250 6.76 Subsidence R (1" drop) 11

Road 250 6.79 Longitudinal R (1/4") 50

Road 250 6.95 MP 7

Road 250 7.05 Subsidence

R/Washout/Covered in Gravel

Road 250 7.12 Subsidence R & Heaving

1/2 lane >1" drop 90

Road 250 7.14 Subsidence L (up to 2" wide) 67

Road 250 7.20 Future culvert replacement location at Rosebud Creek

Future culvert replacement project. Do not repair pavement 20' either side of culvert.

Road 250 7.25 Rutting & Shoving LC 125

Road 250 7.41 Transverse Cracking L

(entire L lane) & Transverse Cracking R (1/4")

12 4

Road 250 7.60 Subsidence Patch R 9

Road 250 7.97 MP 8

Road 250 8.49 Subsidence (4' wide & 1' wide missing from road) 4

Road 250 8.50 Future culvert replacement location at Rosebud Creek

Future culvert replacement project. Do not repair pavement 20' either side of culvert.

Road 250 8.52 Edge Cracking R 2

Road 250 9.00 MP 9

Road 250 9.22 French Mountain Saddle

Trailhead, JCT 547, Elevation 4566

Road 250 9.65 Transverse R (curvy & 2" wide) 1

Road 250 9.75 Transverse R (curvy & 2" wide) 1

Road 250 9.98 Patching R (with crack) 5

Road 250 9.99 Patching R (with crack) 5

Road 250 10.13 Edge Cracking R 9

Road 250 10.21 Transverse Cracking R &

Patching 5

Road 250 10.24 Edge Cracking R 2

Road 250 10.41 Subsidence R 6

Road 250 10.46 Subsidence R 9

Road 250 10.54 Patching (existing ) &

Edge Cracking R 6

Road 250 10.61 Subsidence R 23

Road 250 10.62 Subsidence L (1/2 lane) 38

Road 250 10.65 Longitudinal R 33

Road 250 10.72 Subsidence R 13

Road 250 10.77 Subsidence R 23

Road 250 10.82 Subsidence R (1/2 lane) 33

Road 250 10.84 Edge Cracking R 6

Road 250 10.89 Longitudinal R (curvy and 1" wide) 27

Road 250 10.90 Transverse R (in patch on patch) (2") 2

Road 250 10.92 Longitudinal RC 50

Road 250 10.92 Longitudinal C &

Subsidence L (minor) 40

Road 250 10.95 Subsidence L 4

Road 250 10.97 Pot Hole L 0.1

Road 250 10.98 Subsidence R 17

Road 250 11.13 Subsidence R (1/2 lane) 147

Road 250 11.20 Subsidence R (assume

1/2 lane) 20

Road 250 11.26 JCT 5201/5202/Hem Creek

Road 250 11.37 Pot Hole L (2" deep) 0.4

Road 250 11.64 Longitudinal RC 7

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Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road #, CG, or Admin. Site

Approx.

Mile Post

Location and/or Distress Description

Crack Seal (w/o Route) (LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road 250 11.81 Subsidence R 17

Road 250 11.95 JCT 5053

Road 250 11.97 MP 12

Road 250 12.02 Business Gulch &

PatchR (depression) & Longitudinal R

Road 250 12.50 Road 5216 Int.

Road 250 12.58 Subsidence R (1/2 lane)

(>1/4") 68

Road 250 12.62 Subsidence R 44

Road 250 12.76 Longitudinal L 4

Road 250 12.90 Road 5055 Intersection

Road 250 13.00 MP 13

Road 250 13.16 Longitudinal RC 3

Road 250 13.17 Longitudinal RC 29

Road 250 13.18 Longitudinal R 3

Road 250 13.32 Subsidence R (>1/4") 12

Road 250 13.47 Longitudinal R (1/2") &

Subsidence R (1/4 lane) 52 17

Road 250 13.93 Longitudinal L 31

Road 250 13.99 Subsidence L (1/4") 8

Road 250 14.01 Longitudinal L (1/4") 43

Road 250 14.04 Longitudinal C 14

Road 250 14.07 Longitudinal L 27

Road 250 14.07 Longitudinal L 20

Road 250 14.08 Longitudinal L 16

Road 250 14.10 Longitudinal RC 13

Road 250 14.11 Longitudinal R 16

Road 250 14.13 Longitudinal RC 12

Road 250 14.15 Longitudinal R 41

Road 250 14.18 Subsidence L (>1/2") 7

Road 250 14.20 Longitudinal L (1/4") 28

Road 250 14.21 Longitudinal L (1/4") 12

Road 250 14.22 Longitudinal L (1/4") 21

Road 250 14.22 Longitudinal L 7

Road 250 14.24 Longitudinal C 14

Road 250 14.24 Longitudinal C 6

Road 250 14.25 Longitudinal L 56

Road 250 14.28 Subsidence L 23

Road 250 14.32 Longitudinal R 15

Road 250 14.35 Subsidence R (entire lane) (1/2") 168

Road 250 14.37 Longitudinal L (1/4") 57

Road 250 14.40 Longitudinal RC 33

Road 250 14.44 Sylvan Creek

Road 250 14.72 Wet in both lanes No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 14.76 Longitudinal RC 30

Road 250 14.76 Longitudinal L 21

Road 250 14.82 Longitudinal LC (>

Hairline) 25

Road 250 14.87 Longitudinal L 20

Road 250 14.87 Longitudinal L 15

Road 250 15.00 MP 15

Road 250 15.05 Transverse Cracking R (with veins, 1/4", rock chips)

Road 250 15.09 Surface Raveling RC No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 15.19 Longitudinal R (1/2")

Road 250 15.29 Chip seal worn off & wet L

No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 15.36 Patching L No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 15.43 Patching C (depressed) 5

Road 250 15.61 Longitudinal L (1/4") 15

Road 250 15.98 Subsidence L (1/4 lane, 1/4") 20

Road 250 16.40 Surface Raveling L

(minor) No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 16.60 Good Road, very little cracks, slight lack of chip seal mainly along C

No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 17.00 MP 17

Road 250 17.09 Skid marks& Surface

Raveling RC No Repair Remedy Needed. Not Included in Estimated Quantities.

Road 250 17.63 Subsidence L 11

Road 250 17.69 Subsidence L (1/4 to 1/2 lane) 13

Road 250 17.77 Longitudinal R (1/4") 6

Road 250 17.82 Longitudinal R 10

Road 250 17.89 Longitudinal LC 6

Road 250 17.93 Subsidence L (>1/4") 34

Road 250 17.94 Longitudinal C 44

Road 250 17.95 Longitudinal LC 58

Road 250 18.02 Longitudinal L 125

Road 250 18.07 Transverse Cracking @ bridge end (entire lane) 25

Road 250 18.09 Orogrande Creek Bridge & Transverse Cracking

(entire lane)

Road 250 18.15 250/669 Intersection

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KAMIAH RANGER STATION - ADDITIVE ITEM

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST. QUANTITY

40908 SINGLE COURSE SURFACE

TREATMENT CQ SY 3,570

41417 CRACK SEAL WITH ROUTING AQ LF 1,150

43016 CUTOUT/PATCH SECTION AQ SY 310

43016 CUTOUT/PATCH SECTION OVER

PROPOSED STORM DRAIN AQ SY 190

43016 POTHOLE PATCH AQ SY 20

43017 SKIN PATCH AQ SY 880

60201 18 INCH CORREGATED STEEL PIPE AQ LF 170

60404 CATCH BASIN AQ EA 2

DETAIL

UTILITY TRENCH DETAIL

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K O

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KOOSKIA RANGER STATION - ADDITIVE ITEM

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

40908 SINGLE COURSE SURFACE

TREATMENT CQ SY 2,010

41417 CRACK SEAL WITH ROUTING AQ LF 660

43016 CUTOUT/PATCH SECTION AQ SY 50

43016 POTHOLE PATCH AQ SY 20

43017 SKIN PATCH AQ SY 50

43019 DRAINAGE WORK/SKIN PATCH CQ SY 240

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MUSSELSHELL WORK CENTER - ADDITIVE ITEM

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

40908 SINGLE COURSE SURFACE TREATMENT CQ SY 2,410

41417 CRACK SEAL WITH ROUTING AQ LF 540

43016 CUTOUT/PATCH SECTION AQ SY 50

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DETAIL

SKIN PATCH

DETAIL

CUTOUT / PATCH SECTION

D-1

NOT TO SCALE

File details come from the government source that posted it. Updated Nov 14, 2017.