Exhibit A - 2024 Inspection Reports.pdf
PDF 14 MB Posted
- Attached to
- Bridge Program RFP State and local contract opportunity
- Solicitation number
- 055-73-57.573202
- Issued by
- Colorado
About this file
This document is a Bridge Inspection Report for SNO 1, prepared by eO Engineering Operations, LLC for the Town of Snowmass Village in Pitkin County, Colorado. The report is a special unscheduled final inspection conducted on May 15, 2024, for a Concrete Double T Prestressed Girder bridge located at Wood Road. The inspection was performed by team members Troy Garner and team leader Zohan Salakhadinov, focusing on a ski run overpass structure built in 1980. The report provides comprehensive details about the bridge's physical condition, including structural elements, deck ratings, superstructure assessments, and specific defect observations such as hairline flexure cracks, efflorescence, and minor impact damage.
The inspection reveals the bridge is currently rated as being in fair condition, with a sufficiency rating of 100 and no structural deficiencies identified. The report includes maintenance recommendations, such as installing 13-foot clearance signs on exterior girder stems, which were completed during the May 2, 2024 inspection. The bridge has an underclearance rating of 3 (intolerable), with a minimum vertical clearance of 13.33 feet. The structure is owned and maintained by the Town or Township Highway Agency, and the inspection is part of a broader bridge maintenance program aimed at preserving infrastructure condition and preventing major repairs through proactive assessment and targeted maintenance.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Exhibit B - Woodbridge AsBuilt Plans.pdf | ||
| Bridge Program RFP.pdf |
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INSPECTION ORGANIZATION
eO Engineering Operations, LLC
SNO 1 Bridge, Concrete Double T Prestressed Girder
Special Unscheduled Final Report
INSPECTION DATE
05/15/2024
Team Member (IE17): Troy Garner
Signed on: Not Available
Signed by: Not Available
Team Leader (IE04): Zohan Salakhadinov
Structure Inspection and Inventory Report
SI&A Bridge Inspection Date:
Structure Key:
05/15/2024
SNO 1
nnAP01A - Approach Alignment 72 7 - Exceeds Min Criteria nnAP15 - Underclearance Rating 69 3 - Intolerable nnCL04A - Historical 37 5 - Not eligible for National Register of Historic Places nnAP02A - Waterway Adequacy 71 N - Not applicable nnC01 - Deck Rating 58 6 - Satisfactory nnCL05A - Toll 20 3 - On free road nnAP04A - Scour Documentation Yes nnC02 - Superstructure Rating 59 6 - Satisfactory nnCL07 - FHWA Bridge Risk nnAP06 - Monitoring Comment nnC03 - Substructure Rating 60 7 - Good nnCL09 - FHWA UW Risk
NA
nnAP07 - Monitoring Trigger nnC04 - Culvert Rating 62 N - Not applicable nnCL13 - FHWA Load Rating Risk nnAP08 - Closure Trigger nnC09A - Channel and Channel Protection 61 N - Not applicable nnCL14 - BTE Eligibility Not applicable nnAP09 - Mobilize Trigger nnC11A - Scour Rating 113 N - Not applicable nnCL15 - Federal Submission USERKEY2
NON MAJOR VEHICULAR
nnAP10 - Scour Watch 113M No nnC12 - Overall Condition Fair nnCL16 - Structure Class USERKEY3 Bridge nnAP11 - Sufficiency Rating 137SR nnC13 - Lowest Condition Rating nnCL17 - Structure Status 3 - Active nnAP12 - NBI Rating Status 0 - Not deficient nnCL01 - Owner 22 03 - Town or Township Highway Agency nnCL18 - Responsible Party nnAP13 - Structural Evaluation 67 N - Not applicable nnCL02 - Maintenance Responsibility 21 03 - Town or Township Highway Agency nnCL19 - Maintenance Patrol 123 nnAP14 - Deck Geometry Rating 68 N - Not applicable nnCL03A - Federal or Tribal Land Access 105 0 - Not applicable nnCL20 - Parallel Structure Key 8P nnCL21 - Parallel Structure 101
No parallel structure exists.
nnG07 - Left Curb Or Sidewalk 50A nnH06A - LRS Route 13A 0000000000 nnF01A - Feature Type 42A 3 - Pedestrian and bicycle nnG08 - Right Curb Or Sidewalk 50B nnH06B - Subroute Number 13B nnF01B - Feature Type 42B 1 - Highway with or without pedestrian nnG09 - Approach Roadway Width 32 24.006 nnH07 - LRS Mile Point 11 nnF02A - Feature Location 5A 2 - Only one route goes under nnG10 - Median 33 0 - No median nnH08A - Lanes On Route 28A nnF03A - Feature Name 6A
WOOD ROAD
nnG11 - Skew 34 nnH08B - Lanes Under Structure 28B nnF03B - Feature Name 7
PEDESTRIAN/SKIERS
nnG16 - Federal Deck Area nnH09 - AADT 29 nnG01A - Qualified Measurement 112 Yes nnG17 - Asphalt Thickness 66T nnH10 - AADTT nnG02 - Total Length 49 39.009 nnG19 - Structure Flared 35 No nnH10A - AADTT Percent 109 nnG03 - Maximum Span 48 36.001 nnH01A - Functional Classification 26 09 - Rural, Local nnH11 - Year of AADT 30 nnG04 - Minimum Span nnH03 - NHS 104 0 - Not on NHS nnH12 - Maximum Vertical Clearance 10 13.83 nnG05 - Out To Out 52 104.026 nnH04A - National Highway Freight Network 110 0 - Route not on national network for trucks nnH12A - Height Restriction nnG06 - Curb To Curb 51 99.426 nnH05A - STRAHNET Designation 100 0 - Non STRAHNET route nnH13 - Minimum Vertical Clearance 54B 13.33 nnH13A - Vertical Clearance Reference Feature 54A Highway beneath structure nnH34A - Speed Limit nnIE06 - Inspection Due Date nnH13S - Minimum Vertical Clearance Over 53 100.000 nnH34B - Speed Limit in Front nnIE06A - Current Target Date Userkey4 nnH14 - Minimum Horizontal Clearance, Left 56 nnID01 - Structure Number 8
SNO 1
nnIE06C - Trip Even nnH15 - Minimum Horizontal Clearance, Right 55B 3.002 nnID01A - Structure Key 8A
SNO 1
nnIE06C - Trip Odd nnH15A - Lateral Clearance Reference Feature 55A Highway beneath structure nnID02 - Structure Name 8B nnIE08 - QC Date nnH16A - Maximum Usable Surface Width 47 36.01 nnID03 - Replaces 8R -1_-1 nnIE09 - QA Date nnH16B - Maximum Usable Surface Width in Front nnID04 - Replaced with 8RR nnIE10 - Inspection Finalized 2024-07-20 nnH17 - Detour 19 nnIE01 - Inspection Type Special Unscheduled nnIE12 - Inspection Equipment nnH19 - Legacy Milepoint nnIE02 - Inspection Field Start nnIE13 - Special Equipment 133 0 - Not Applicable nnH21 - Base Highway Network 12 0 - Not on the Base Network nnIE03 - Inspection Date 90 2024-05-15 nnIE15 - Field End Date
05/15/24 05:00 AM
nnH22 - Future ADT 114 nnIE04 - Team Leader Zohan Salakhadinov nnIE16 - Weather Clear, 36 F nnH23 - Year of Future ADT 115 nnIE05 - Current Inspection Interval 91 nnIE17 - Team Member Troy Garner nnIE18 - Inspection Team eO Engineering Operations, LLC nnIR09 - LiDAR Required nnL09 - Border Percent Responsible 98B nnIE19 - Bat Present No nnL01 - State 1 08 - Colorado nnL11 - Location Description 9
JUST W OF FOREST LN
nnIE20 - Report Due Date 2024-08-15 nnL01A - Zone South nnL12 - MPO 0 - Not in an MPO nnIE21 - Inspection Status Final nnL02 - County 3 097 - Pitkin nnL13 - TPR 2T 11 - Intermountain nnIE22 - Vertical Clearance Date 90VC 2024-05-02 nnL03 - City/Town 4 71755 - Snowmass Village nnL18 - Functional Location nnIR01 - NSTM Required 92AA No nnL04 - District 2 nnN01 - Navigable Waterway 38 0 - No navigation control on waterway (permit not required) nnIR02 - Fatigue Details nnL05 - Latitude 16 39.200389 nnN02 - Navigation Minimum Vertical Clearance nnIR03 - UW Required 92BA No nnL05A - Latitude End nnN05 - Navigation Channel Minimum Horizontal Clearance 40 nnIR03A - UW Category nnL06 - Longitude 17 -106.950361 nnN06 - Foundation Protection 111 nnIR05 - Pin Required 92CA nnL06A - Longitude End nnRH03 - Structure Rail Type 125A Rail Type XX nnIR06 - Special Required No nnL07 - Border Structure 99 nnRH04 - Structure Rail Modified 125B 0 - Not modified nnIR07 - Inspection Program USERKEY1 Off System nnL08 - Border State 98A nnRH05 - Height of Rail 36H nnRH06 - Structure Rail 36A
N - Not applicable or a safety feature is not required.
nnSP02A - Number Of Spans 45 nnSP20 - Expansion Device Type 124 O - No expansion device 304/354, 305/355 nnRH07 - Transition 36B N - Not applicable or a safety feature is not required.
nnSP02B - Number Of Approach Spans 46 nnW01 - Year Built 27 nnRH08 - Approach Rail 36C N - Not applicable or a safety feature is not required.
nnSP04A - Main Material 43A 5 - Prestressed or post-tensioned concrete nnW02 - Year Work Performed 106 nnRH09 - End Treatment 36D N - Not applicable or a safety feature is not required.
nnSP04B - Approach Span Material 44A 0 - Other nnW03A - Work Performed 75A nnRR02 - Railroad Minimum Vertical Clearance 54B nnSP06A - Main Span Design 43B 04 - Tee Beam nnW04 - Work Done By 75B nnRT02 - Route Number 5D 00000 nnSP06B - Approach Span Design 44B 00 - Other nnW05 - Length Of Improvement 76 nnRT03A - Route Direction 102 2 - 2-way traffic nnSP09A - Deck Material and Type 107 1 - Concrete Cast-in-Place nnW06 - Bridge Improvement Cost nnRT04 - Route Type 5B 5 - City nnSP10A - Wearing Surface 108A 8 - Gravel nnW07 - Roadway Improvement Cost nnRT05 - Service Type 5C 1 - Mainline nnSP11A - Membrane 108B 0 - None nnW08 - Total Project Cost nnRT06A - Directional Suffix 5E 0 - N/A nnSP12A - Deck Reinforcing Protection 108C 0 - None nnW09 - Year of Improvement Cost Estimate nnRT07 - Primary Routelog user_rway_key04 nnSP14 - Structure Type 120A Concrete Double T Prestressed Girder nnW10 - Original Construction Project Number nnSB06 - Foundation Type 131 nnSP15 - Construction Type 120B 21 - Concrete Twin 'T' Girder, Prestressed nnW11 - Original Construction Subaccount Number
SI&A Notes Inspection Date:
Structure Key:
05/15/2024
SNO 1
nnID05 - Owner Transfer Note user_brdg_key07 nnIE11 - Inspection Note
This inspection and report is a continuation of the BrM migrated inspection nnIE11A - Schedule Note nnIE14 - Special Access Note nnL14 - Structure Note
STRUCTURE IS A SKI RUN OVERPASS. Only horizontal and vertical under clearances updated since 2012 inspection per CDOT direction. BrM elements and NBI condition rating items were not updated. Both exterior girders have spalls from over height loads. 13 foot clearance signs installed on exterior girder stems at each approach as required at time of 05/02/2024 inspection.
Load Ratings Inspection Date:
Structure Key:
05/15/2024
SNO 1
Load Rating Date: 12/31/1900
Posting Status (PS) nnPS01 - Load Posting Status 41 A - No restriction nnPS01B - Posting - SHV Trucks nnPS01D - Temporary Structure No nnPS01A - Posting - CO Legal Trucks nnPS01C - Posting - EV Trucks
Load Ratings (LR) nnLR01 - Design Load 31 7 - Pedestrian nnLR04B - Inventory Rating Method 65 5 - No Rating nnLR12 - Overload Critical Structure No nnLR02 - Design Method Unknown nnLR09 - BrR Structure Number nnLR13 - Within 1 Mile No nnLR03 - Load Rating Date 1901-01-01 nnLR10 - BrR Bid Number nnLR04A - Operating Rating Method 63 5 - No Rating nnLR11 - Plans Available No
Evaluation and Postings (EP) nnEP05 - Posting 70 5 - Equal to or above legal loads nnEP13 - Rating Calculations Complete No nnEP21 - BrR Rating Analysis No nnEP06 - Load Rating Organization nnEP14 - Rating Package Complete No nnEP22 - BrR Rating System Based No nnEP07 - Load Rater Name nnEP15 - Entire Structure Rated No nnEP23 - Rating Asphalt Thickness nnEP08 - Load Rater Initials nnEP16 - Rating Input Files Archived No nnEP24 - Girder Operating Rating nnEP09 - Checker Name nnEP17 - Rating Output Files Archived No nnEP25 - Overload Color Code nnEP10 - Checker Initials nnEP18 - Rating Assigned To nnEP26 - Overload Color Code Live Load N - Not applicable nnEP11 - Rating Package Review Date 1901-01-01 nnEP19 - Rating Software Used Not Assigned nnEP27 - Operating Controlling Member A - Not checked nnEP12 - Rating Package Reviewer nnEP20 - BrR Rating Runs No nnEP28 - Rating Comment
Elements Inspection Date:
Structure Key:
05/15/2024
SNO 1
Element/Defect Unit Total Qty CS1 CS2 CS3 CS4
109 - Prestressed Concrete Open Girder/Beam feet 1014 680 334 0 0
7000 - Damage 1 1 0 0 0
Prestressed concrete double tee girders. Hairline flexure cracks at midspan of Girders D, E, F, and U with efflorescence and in others. Cracking along fillets with efflorescence at approximately 1/3 of stems. Minor impact damage to Stem A at north end and at stems A, B and C over double yellow. Overheight vehicle damage on bottom of stem Z over westbound lane.
12 - Reinforced Concrete Deck sq feet 4056 3813 243 0 0
1120 - Efflorescence/Rust Staining 11 11 0 0 0
Concrete topping slab over prestressed concrete double tee flanges. Covered with dirt and grass. Multiple hairline cracks at various locations (generally along the stem/slab interface), light efflorescence at some cracks. Efflorescence along joints.
Longitudinal crack 6 inches from Stem I in top flange, no evidence of leakage. Diagonal cracks in top flanges of girders at abutments. Most with light efflorescence.
215 - Reinforced Concrete Abutment feet 208 192 16 0 0
Concrete. 5 feet of honeycombing at northwest corner, small spall at northwest, north abutment (A2) has (5) vertical cracks up to 1/8 inch full height. South abutment (A1) has (4) vertical cracks full height, (1) 1/32 inch and (3) 1/16 inch. Numerous random hairline cracks, some with efflorescence, in each abutment, small spall at northeast corner in the backwall and below the fascia stem. Active leakage below (7) girder stems at A2.
322 - Approach Roadway each 1 1 0 0 0
Horizontal curve at west approach to underpass, asphalt.
326 - Wingwalls each 4 4 0 0 0
Concrete, flared at northeast and southwest, U-type wingwall at northwest and southeast. Random hairline cracks. Diagonal hairline cracks northeast.
332 - Timber Bridge Railing feet 78 76 2 0 0
Painted plywood covering stud wall, stained plank fascia on outside. (2) holes in plywood inside of west railing covered by new sheeting.
600 - General Notes none 1 1 0 0 0
Clearance, 13 feet stenciled on exterior girder stems, BRIDGE, TURN ON LIGHTS on right-hand wingwall.
Photos Inspection Date:
Structure Key:
05/15/2024
SNO 1
109 - Prestressed Concrete Open Girder/Beam
Spall in Girder A Due to Over Height Loads
5/2/2024 12:00:00 AM
Photos Inventory Inspection Date:
Structure Key:
05/15/2024
SNO 1
Elevation
Elevation Looking West
5/2/2024 12:00:00 AM
Elevation Looking East
5/2/2024 12:00:00 AM
General/Superstructure
Superstructure Looking North
5/2/2024 12:00:00 AM
Posting Signs
Posting Sign Looking West
Posting Sign Looking East
5/2/2024 12:00:00 AM
Roadway
Roadway Looking North
Maintenance Items Inspection Date:
Structure Key:
05/15/2024
SNO 1
High
306.00 - Bridge Rail/Approach Rail/Guardrail - Installation, Replace
05/11/2010 Date Entered
Install guardrail along roadway on approaches to underpass.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus Open
Vertical Clearance PEDESTRIAN/SKIERS Over WOOD ROAD
Inspection Date:
Structure Key:
05/15/2024
SNO 1
2 - Only one route goes under: 00000
Direction Left EoA Stripe1 Stripe2 Stripe3 Stripe4 Stripe5 Stripe6 Stripe7 Stripe8 Stripe9 Right EoA East 0.0000 13.8300 13.3300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
West 0.0000 13.8300 14.4100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Date Recorded Max Clearance Min Clearance Method Note East 5/2/2024 13.3300 13.3300 Clearance Master Stripe1 and Stripe2 values set to minimum clearance value based on lasWest 5/2/2024 13.8300 13.8300 Clearance Master Stripe1 and Stripe2 values set to minimum clearance value based on las
Operations, LLC
SNO 1 Bridge, Concrete Double T Prestressed Girder
Special Unscheduled Final Report
INSPECTION DATE
05/15/2024
Team Member (IE17): Troy Garner
Signed on: Not Available
Signed by: Not Available
Inspection Date:
Structure Key:
05/15/2024
SNO 1
nnAP01A - Approach Alignment 72 7 - Exceeds Min Criteria nnAP15 - Underclearance Rating 69 3 - Intolerable nnCL04A - Historical 37 5 - Not eligible for National Register of Historic Places nnAP02A - Waterway Adequacy 71 N - Not applicable nnC01 - Deck Rating 58 6 - Satisfactory nnCL05A - Toll 20 3 - On free road nnAP04A - Scour Documentation Yes nnC02 - Superstructure Rating 59 6 - Satisfactory nnCL07 - FHWA Bridge Risk nnAP06 - Monitoring Comment nnC03 - Substructure Rating 60 7 - Good nnCL09 - FHWA UW Risk
NA
nnAP07 - Monitoring Trigger nnC04 - Culvert Rating 62 N - Not applicable nnCL13 - FHWA Load Rating Risk nnAP08 - Closure Trigger nnC09A - Channel and Channel Protection 61 N - Not applicable nnCL14 - BTE Eligibility Not applicable nnAP09 - Mobilize Trigger nnC11A - Scour Rating 113 N - Not applicable nnCL15 - Federal Submission USERKEY2
NON MAJOR VEHICULAR
nnAP10 - Scour Watch 113M No nnC12 - Overall Condition Fair nnCL16 - Structure Class USERKEY3 Bridge nnAP11 - Sufficiency Rating 137SR nnC13 - Lowest Condition Rating nnCL17 - Structure Status 3 - Active nnAP12 - NBI Rating Status 0 - Not deficient nnCL01 - Owner 22 03 - Town or Township Highway Agency nnCL18 - Responsible Party nnAP13 - Structural Evaluation 67 N - Not applicable nnCL02 - Maintenance Responsibility 21 03 - Town or Township Highway Agency nnCL19 - Maintenance Patrol 123 nnAP14 - Deck Geometry Rating 68 N - Not applicable nnCL03A - Federal or Tribal Land Access 105 0 - Not applicable nnCL20 - Parallel Structure Key 8P
No parallel structure exists.
nnG07 - Left Curb Or Sidewalk 50A nnH06A - LRS Route 13A 0000000000 nnF01A - Feature Type 42A 3 - Pedestrian and bicycle nnG08 - Right Curb Or Sidewalk 50B nnH06B - Subroute Number 13B nnF01B - Feature Type 42B 1 - Highway with or without pedestrian nnG09 - Approach Roadway Width 32 24.006 nnH07 - LRS Mile Point 11 nnF02A - Feature Location 5A 2 - Only one route goes under nnG10 - Median 33 0 - No median nnH08A - Lanes On Route 28A nnF03A - Feature Name 6A
WOOD ROAD
nnG11 - Skew 34 nnH08B - Lanes Under Structure 28B nnF03B - Feature Name 7
PEDESTRIAN/SKIERS
nnG16 - Federal Deck Area nnH09 - AADT 29 nnG01A - Qualified Measurement 112 Yes nnG17 - Asphalt Thickness 66T nnH10 - AADTT nnG02 - Total Length 49 39.009 nnG19 - Structure Flared 35 No nnH10A - AADTT Percent 109 nnG03 - Maximum Span 48 36.001 nnH01A - Functional Classification 26 09 - Rural, Local nnH11 - Year of AADT 30 nnG04 - Minimum Span nnH03 - NHS 104 0 - Not on NHS nnH12 - Maximum Vertical Clearance 10 13.83 nnG05 - Out To Out 52 104.026 nnH04A - National Highway Freight Network 110 0 - Route not on national network for trucks nnH12A - Height Restriction nnG06 - Curb To Curb 51 99.426 nnH05A - STRAHNET Designation 100 0 - Non STRAHNET route nnH13 - Minimum Vertical Clearance 54B 13.33
Highway beneath structure nnH34A - Speed Limit nnIE06 - Inspection Due Date nnH13S - Minimum Vertical Clearance Over 53 100.000 nnH34B - Speed Limit in Front nnIE06A - Current Target Date Userkey4 nnH14 - Minimum Horizontal Clearance, Left 56 nnID01 - Structure Number 8
SNO 1
nnIE06C - Trip Even nnH15 - Minimum Horizontal Clearance, Right 55B 3.002 nnID01A - Structure Key 8A
SNO 1
nnIE06C - Trip Odd nnH15A - Lateral Clearance Reference Feature 55A Highway beneath structure nnID02 - Structure Name 8B nnIE08 - QC Date nnH16A - Maximum Usable Surface Width 47 36.01 nnID03 - Replaces 8R -1_-1 nnIE09 - QA Date nnH16B - Maximum Usable Surface Width in Front nnID04 - Replaced with 8RR nnIE10 - Inspection Finalized 2024-07-20 nnH17 - Detour 19 nnIE01 - Inspection Type Special Unscheduled nnIE12 - Inspection Equipment nnH19 - Legacy Milepoint nnIE02 - Inspection Field Start nnIE13 - Special Equipment 133 0 - Not Applicable nnH21 - Base Highway Network 12 0 - Not on the Base Network nnIE03 - Inspection Date 90 2024-05-15 nnIE15 - Field End Date
05/15/24 05:00 AM
nnH22 - Future ADT 114 nnIE04 - Team Leader Zohan Salakhadinov nnIE16 - Weather Clear, 36 F nnH23 - Year of Future ADT 115 nnIE05 - Current Inspection Interval 91 nnIE17 - Team Member eO Engineering Operations, LLC nnIR09 - LiDAR Required nnL09 - Border Percent Responsible 98B nnIE19 - Bat Present No nnL01 - State 1 08 - Colorado nnL11 - Location Description 9
JUST W OF FOREST LN
nnIE20 - Report Due Date 2024-08-15 nnL01A - Zone South nnL12 - MPO 0 - Not in an MPO nnIE21 - Inspection Status Final nnL02 - County 3 097 - Pitkin nnL13 - TPR 2T 11 - Intermountain nnIE22 - Vertical Clearance Date 90VC 2024-05-02 nnL03 - City/Town 4 71755 - Snowmass Village nnL18 - Functional Location nnIR01 - NSTM Required 92AA No nnL04 - District 2 nnN01 - Navigable Waterway 38 0 - No navigation control on waterway (permit not required) nnIR02 - Fatigue Details nnL05 - Latitude 16 39.200389 nnN02 - Navigation Minimum Vertical Clearance nnIR03 - UW Required 92BA No nnL05A - Latitude End nnN05 - Navigation Channel Minimum Horizontal Clearance 40 nnIR03A - UW Category nnL06 - Longitude 17 -106.950361 nnN06 - Foundation Protection 111 nnIR05 - Pin Required 92CA nnL06A - Longitude End nnRH03 - Structure Rail Type 125A Rail Type XX nnIR06 - Special Required No nnL07 - Border Structure 99 nnRH04 - Structure Rail Modified 125B 0 - Not modified nnIR07 - Inspection Program USERKEY1 Off System nnL08 - Border State 98A nnRH05 - Height of Rail 36H
N - Not applicable or a safety feature is not required.
nnSP02A - Number Of Spans 45 nnSP20 - Expansion Device Type 124 O - No expansion device 304/354, 305/355 nnRH07 - Transition 36B N - Not applicable or a safety feature is not required.
nnSP02B - Number Of Approach Spans 46 nnW01 - Year Built 27 nnRH08 - Approach Rail 36C N - Not applicable or a safety feature is not required.
nnSP04A - Main Material 43A 5 - Prestressed or post-tensioned concrete nnW02 - Year Work Performed 106 nnRH09 - End Treatment 36D N - Not applicable or a safety feature is not required.
nnSP04B - Approach Span Material 44A 0 - Other nnW03A - Work Performed 75A nnRR02 - Railroad Minimum Vertical Clearance 54B nnSP06A - Main Span Design 43B 04 - Tee Beam nnW04 - Work Done By 75B nnRT02 - Route Number 5D 00000 nnSP06B - Approach Span Design 44B 00 - Other nnW05 - Length Of Improvement 76 nnRT03A - Route Direction 102 2 - 2-way traffic nnSP09A - Deck Material and Type 107 1 - Concrete Cast-in-Place nnW06 - Bridge Improvement Cost nnRT04 - Route Type 5B 5 - City nnSP10A - Wearing Surface 108A 8 - Gravel nnW07 - Roadway Improvement Cost nnRT05 - Service Type 5C 1 - Mainline nnSP11A - Membrane 108B 0 - None nnW08 - Total Project Cost nnRT06A - Directional Suffix 5E 0 - N/A nnSP12A - Deck Reinforcing Protection 108C 0 - None nnW09 - Year of Improvement Cost Estimate nnRT07 - Primary Routelog user_rway_key04 nnSP14 - Structure Type 120A Concrete Double T Prestressed Girder nnW10 - Original Construction Project Number nnSB06 - Foundation Type 131 nnSP15 - Construction Type 120B 21 - Concrete Twin 'T' Girder, Prestressed nnW11 - Original Construction Subaccount Number
Inspection Date:
Structure Key:
05/15/2024
SNO 1
nnID05 - Owner Transfer Note user_brdg_key07 nnIE11 - Inspection Note
This inspection and report is a continuation of the BrM migrated inspection nnIE11A - Schedule Note nnIE14 - Special Access Note nnL14 - Structure Note
STRUCTURE IS A SKI RUN OVERPASS. Only horizontal and vertical under clearances updated since 2012 inspection per CDOT direction. BrM elements and NBI condition rating items were not updated. Both exterior girders have spalls from over height loads. 13 foot clearance signs installed on exterior girder stems at each approach as required at time of 05/02/2024 inspection.
Inspection Date:
Structure Key:
05/15/2024
SNO 1
Load Rating Date: 12/31/1900
Posting Status (PS) nnPS01 - Load Posting Status 41 A - No restriction nnPS01B - Posting - SHV Trucks nnPS01D - Temporary Structure No nnPS01A - Posting - CO Legal Trucks nnPS01C - Posting - EV Trucks
Load Ratings (LR) nnLR01 - Design Load 31 7 - Pedestrian nnLR04B - Inventory Rating Method 65 5 - No Rating nnLR12 - Overload Critical Structure No nnLR02 - Design Method Unknown nnLR09 - BrR Structure Number nnLR13 - Within 1 Mile No nnLR03 - Load Rating Date 1901-01-01 nnLR10 - BrR Bid Number nnLR04A - Operating Rating Method 63 5 - No Rating nnLR11 - Plans Available No
Evaluation and Postings (EP) nnEP05 - Posting 70 5 - Equal to or above legal loads nnEP13 - Rating Calculations Complete No nnEP21 - BrR Rating Analysis No nnEP06 - Load Rating Organization nnEP14 - Rating Package Complete No nnEP22 - BrR Rating System Based No nnEP07 - Load Rater Name nnEP15 - Entire Structure Rated No nnEP23 - Rating Asphalt Thickness nnEP08 - Load Rater Initials nnEP16 - Rating Input Files Archived No nnEP24 - Girder Operating Rating nnEP17 - Rating Output Files Archived No nnEP25 - Overload Color Code nnEP10 - Checker Initials nnEP18 - Rating Assigned To nnEP26 - Overload Color Code Live Load N - Not applicable nnEP11 - Rating Package Review Date 1901-01-01 nnEP19 - Rating Software Used Not Assigned nnEP27 - Operating Controlling Member A - Not checked nnEP12 - Rating Package Reviewer nnEP20 - BrR Rating Runs No nnEP28 - Rating Comment
Inspection Date:
Structure Key:
05/15/2024
SNO 1
Element/Defect Unit Total Qty CS1 CS2 CS3 CS4
109 - Prestressed Concrete Open Girder/Beam feet 1014 680 334 0 0
7000 - Damage 1 1 0 0 0
Prestressed concrete double tee girders. Hairline flexure cracks at midspan of Girders D, E, F, and U with efflorescence and in others. Cracking along fillets with efflorescence at approximately 1/3 of stems. Minor impact damage to Stem A at north end and at stems A, B and C over double yellow. Overheight vehicle damage on bottom of stem Z over westbound lane.
12 - Reinforced Concrete Deck sq feet 4056 3813 243 0 0
1120 - Efflorescence/Rust Staining 11 11 0 0 0
Concrete topping slab over prestressed concrete double tee flanges. Covered with dirt and grass. Multiple hairline cracks at various locations (generally along the stem/slab interface), light efflorescence at some cracks. Efflorescence along joints.
Longitudinal crack 6 inches from Stem I in top flange, no evidence of leakage. Diagonal cracks in top flanges of girders at abutments. Most with light efflorescence.
215 - Reinforced Concrete Abutment feet 208 192 16 0 0
Concrete. 5 feet of honeycombing at northwest corner, small spall at northwest, north abutment (A2) has (5) vertical cracks up to 1/8 inch full height. South abutment (A1) has (4) vertical cracks full height, (1) 1/32 inch and (3) 1/16 inch. Numerous random hairline cracks, some with efflorescence, in each abutment, small spall at northeast corner in the backwall and below the fascia stem. Active leakage below (7) girder stems at A2.
322 - Approach Roadway each 1 1 0 0 0
Horizontal curve at west approach to underpass, asphalt.
326 - Wingwalls each 4 4 0 0 0
Concrete, flared at northeast and southwest, U-type wingwall at northwest and southeast. Random hairline cracks. Diagonal hairline cracks northeast.
332 - Timber Bridge Railing feet 78 76 2 0 0
Painted plywood covering stud wall, stained plank fascia on outside. (2) holes in plywood inside of west railing covered by new sheeting.
600 - General Notes none 1 1 0 0 0
Clearance, 13 feet stenciled on exterior girder stems, BRIDGE, TURN ON LIGHTS on right-hand wingwall.
Photos Inspection Date:
Structure Key:
05/15/2024
SNO 1
109 - Prestressed Concrete Open Girder/Beam
Spall in Girder A Due to Over Height Loads
Inspection Date:
Structure Key:
05/15/2024
SNO 1
Elevation
Elevation Looking West
5/2/2024 12:00:00 AM
Elevation Looking East
5/2/2024 12:00:00 AM
General/Superstructure
Superstructure Looking North
5/2/2024 12:00:00 AM
Posting Sign Looking West
Posting Sign Looking East
5/2/2024 12:00:00 AM
Roadway
Roadway Looking North
Inspection Date:
Structure Key:
05/15/2024
SNO 1
High
306.00 - Bridge Rail/Approach Rail/Guardrail - Installation, Replace
05/11/2010 Date Entered
Install guardrail along roadway on approaches to underpass.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus
PEDESTRIAN/SKIERS Over WOOD ROAD
Inspection Date:
Structure Key:
05/15/2024
SNO 1
2 - Only one route goes under: 00000
Direction Left EoA Stripe1 Stripe2 Stripe3 Stripe4 Stripe5 Stripe6 Stripe7 Stripe8 Stripe9 Right EoA East 0.0000 13.8300 13.3300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
West 0.0000 13.8300 14.4100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Date Recorded Max Clearance Min Clearance Method Note East 5/2/2024 13.3300 13.3300 Clearance Master Stripe1 and Stripe2 values set to minimum clearance value based on lasWest 5/2/2024 13.8300 13.8300 Clearance Master Stripe1 and Stripe2 values set to
Operations, LLC
SNO 7 Bridge, TLS - Timber Laminated Girder (Gluelam)
Special Unscheduled Final Report
INSPECTION DATE
05/16/2024
Team Member (IE17): Troy Garner
Signed on: Not Available
Signed by: Not Available
Inspection Date:
Structure Key:
05/16/2024
SNO 7
nnAP01A - Approach Alignment 72 8 - Meets Desirable nnAP15 - Underclearance Rating 69 4 - Min Tolerable nnCL04A - Historical 37 5 - Not eligible for National Register of Historic Places nnAP02A - Waterway Adequacy 71 9 - Superior nnC01 - Deck Rating 58 7 - Good nnCL05A - Toll 20 3 - On free road nnAP04A - Scour Documentation Yes nnC02 - Superstructure Rating 59 7 - Good nnCL07 - FHWA Bridge Risk nnAP06 - Monitoring Comment nnC03 - Substructure Rating 60 5 - Fair nnCL09 - FHWA UW Risk
NA
nnAP07 - Monitoring Trigger nnC04 - Culvert Rating 62 N - Not applicable nnCL13 - FHWA Load Rating Risk nnAP08 - Closure Trigger nnC09A - Channel and Channel Protection 61 N - Not applicable nnCL14 - BTE Eligibility Not applicable nnAP09 - Mobilize Trigger nnC11A - Scour Rating 113 8 - Stable above nnCL15 - Federal Submission USERKEY2
NON MAJOR VEHICULAR
nnAP10 - Scour Watch 113M No nnC12 - Overall Condition Fair nnCL16 - Structure Class USERKEY3 Bridge nnAP11 - Sufficiency Rating 137SR nnC13 - Lowest Condition Rating nnCL17 - Structure Status 3 - Active nnAP12 - NBI Rating Status 0 - Not deficient nnCL01 - Owner 22 03 - Town or Township Highway Agency nnCL18 - Responsible Party nnAP13 - Structural Evaluation 67 N - Not applicable nnCL02 - Maintenance Responsibility 21 03 - Town or Township Highway Agency nnCL19 - Maintenance Patrol 123 nnAP14 - Deck Geometry Rating 68 N - Not applicable nnCL03A - Federal or Tribal Land Access 105 0 - Not applicable nnCL20 - Parallel Structure Key 8P
No parallel structure exists.
nnG07 - Left Curb Or Sidewalk 50A nnH06A - LRS Route 13A 0000000000 nnF01A - Feature Type 42A 3 - Pedestrian and bicycle nnG08 - Right Curb Or Sidewalk 50B nnH06B - Subroute Number 13B nnF01B - Feature Type 42B 6 - Waterway nnG09 - Approach Roadway Width 32 42.001 nnH07 - LRS Mile Point 11 nnF02A - Feature Location 5A 2 - Only one route goes under nnG10 - Median 33 0 - No median nnH08A - Lanes On Route 28A nnF03A - Feature Name 6A
BRUSH CREEK ROAD
nnG11 - Skew 34 nnH08B - Lanes Under Structure 28B nnF03B - Feature Name 7
PEDESTRIAN/SKIERS
nnG16 - Federal Deck Area nnH09 - AADT 29 nnG01A - Qualified Measurement 112 Yes nnG17 - Asphalt Thickness 66T nnH10 - AADTT nnG02 - Total Length 49 nnG19 - Structure Flared 35 No nnH10A - AADTT Percent 109 nnG03 - Maximum Span 48 63.999 nnH01A - Functional Classification 26 09 - Rural, Local nnH11 - Year of AADT 30 nnG04 - Minimum Span nnH03 - NHS 104 0 - Not on NHS nnH12 - Maximum Vertical Clearance 10 16.33 nnG05 - Out To Out 52 9.902 nnH04A - National Highway Freight Network 110 0 - Route not on national network for trucks nnH12A - Height Restriction nnG06 - Curb To Curb 51 9.203 nnH05A - STRAHNET Designation 100 0 - Non STRAHNET route nnH13 - Minimum Vertical Clearance 54B 16.33
Highway beneath structure nnH34A - Speed Limit nnIE06 - Inspection Due Date nnH13S - Minimum Vertical Clearance Over 53 100.000 nnH34B - Speed Limit in Front nnIE06A - Current Target Date Userkey4 nnH14 - Minimum Horizontal Clearance, Left 56 nnID01 - Structure Number 8
SNO 7
nnIE06C - Trip Even nnH15 - Minimum Horizontal Clearance, Right 55B nnID01A - Structure Key 8A
SNO 7
nnIE06C - Trip Odd nnH15A - Lateral Clearance Reference Feature 55A Highway beneath structure nnID02 - Structure Name 8B nnIE08 - QC Date nnH16A - Maximum Usable Surface Width 47 9.9 nnID03 - Replaces 8R -1_-1 nnIE09 - QA Date nnH16B - Maximum Usable Surface Width in Front nnID04 - Replaced with 8RR nnIE10 - Inspection Finalized 2024-07-20 nnH17 - Detour 19 nnIE01 - Inspection Type Special Unscheduled nnIE12 - Inspection Equipment nnH19 - Legacy Milepoint nnIE02 - Inspection Field Start nnIE13 - Special Equipment 133 0 - Not Applicable nnH21 - Base Highway Network 12 0 - Not on the Base Network nnIE03 - Inspection Date 90 2024-05-16 nnIE15 - Field End Date
05/16/24 03:30 AM
nnH22 - Future ADT 114 nnIE04 - Team Leader Zohan Salakhadinov nnIE16 - Weather Clear, 32F nnH23 - Year of Future ADT 115 nnIE05 - Current Inspection Interval 91 nnIE17 - Team Member eO Engineering Operations, LLC nnIR09 - LiDAR Required nnL09 - Border Percent Responsible 98B nnIE19 - Bat Present No nnL01 - State 1 08 - Colorado nnL11 - Location Description 9
JUST W OF WOODRIDGE RD
nnIE20 - Report Due Date 2024-08-16 nnL01A - Zone South nnL12 - MPO 0 - Not in an MPO nnIE21 - Inspection Status Final nnL02 - County 3 097 - Pitkin nnL13 - TPR 2T 11 - Intermountain nnIE22 - Vertical Clearance Date 90VC 2024-05-02 nnL03 - City/Town 4 71755 - Snowmass Village nnL18 - Functional Location nnIR01 - NSTM Required 92AA No nnL04 - District 2 nnN01 - Navigable Waterway 38 0 - No navigation control on waterway (permit not required) nnIR02 - Fatigue Details nnL05 - Latitude 16 39.210694 nnN02 - Navigation Minimum Vertical Clearance nnIR03 - UW Required 92BA No nnL05A - Latitude End nnN05 - Navigation Channel Minimum Horizontal Clearance 40 nnIR03A - UW Category nnL06 - Longitude 17 -106.943611 nnN06 - Foundation Protection 111 nnIR05 - Pin Required 92CA nnL06A - Longitude End nnRH03 - Structure Rail Type 125A Rail Type XX nnIR06 - Special Required No nnL07 - Border Structure 99 nnRH04 - Structure Rail Modified 125B 0 - Not modified nnIR07 - Inspection Program USERKEY1 Off System nnL08 - Border State 98A nnRH05 - Height of Rail 36H
N - Not applicable or a safety feature is not required.
nnSP02A - Number Of Spans 45 nnSP20 - Expansion Device Type 124 O - No expansion device 304/354, 305/355 nnRH07 - Transition 36B N - Not applicable or a safety feature is not required.
nnSP02B - Number Of Approach Spans 46 nnW01 - Year Built 27 nnRH08 - Approach Rail 36C N - Not applicable or a safety feature is not required.
nnSP04A - Main Material 43A 7 - Timber nnW02 - Year Work Performed 106 nnRH09 - End Treatment 36D N - Not applicable or a safety feature is not required.
nnSP04B - Approach Span Material 44A 0 - Other nnW03A - Work Performed 75A nnRR02 - Railroad Minimum Vertical Clearance 54B nnSP06A - Main Span Design 43B 02 - Stringer/Multi-beam or Girder nnW04 - Work Done By 75B nnRT02 - Route Number 5D 00000 nnSP06B - Approach Span Design 44B 00 - Other nnW05 - Length Of Improvement 76 nnRT03A - Route Direction 102 2 - 2-way traffic nnSP09A - Deck Material and Type 107 8 - Wood or Timber nnW06 - Bridge Improvement Cost nnRT04 - Route Type 5B 5 - City nnSP10A - Wearing Surface 108A 7 - Wood or Timber nnW07 - Roadway Improvement Cost nnRT05 - Service Type 5C 1 - Mainline nnSP11A - Membrane 108B 0 - None nnW08 - Total Project Cost nnRT06A - Directional Suffix 5E 0 - N/A nnSP12A - Deck Reinforcing Protection 108C 0 - None nnW09 - Year of Improvement Cost Estimate nnRT07 - Primary Routelog user_rway_key04 nnSP14 - Structure Type 120A TLS - Timber Laminated Girder (Gluelam) nnW10 - Original Construction Project Number nnSB06 - Foundation Type 131 nnSP15 - Construction Type 120B nnW11 - Original Construction Subaccount Number
Inspection Date:
Structure Key:
05/16/2024
SNO 7
nnID05 - Owner Transfer Note user_brdg_key07 nnIE11 - Inspection Note
This inspection and report is a continuation of the BrM migrated inspection.
nnIE11A - Schedule Note nnIE14 - Special Access Note nnL14 - Structure Note
STRUCTURE IS A PEDESTRIAN OVERPASS. Only horizontal and under clearances updated since 2012 inspection per CDOT direction. BrM elements and remaining NBI item were not updated, except in 2018 to reflect settlement noted at north pier (Pier 4). Pier 4 appears repaired prior to 2020 inspection. 13'-6" Clearance signs installed on each fascia at time of 5/2/2024 inspection, but not required.
Inspection Date:
Structure Key:
05/16/2024
SNO 7
Load Rating Date: 12/31/1900
Posting Status (PS) nnPS01 - Load Posting Status 41 A - No restriction nnPS01B - Posting - SHV Trucks nnPS01D - Temporary Structure No nnPS01A - Posting - CO Legal Trucks nnPS01C - Posting - EV Trucks
Load Ratings (LR) nnLR01 - Design Load 31 7 - Pedestrian nnLR04B - Inventory Rating Method 65 5 - No Rating nnLR12 - Overload Critical Structure No nnLR02 - Design Method Unknown nnLR09 - BrR Structure Number nnLR13 - Within 1 Mile No nnLR03 - Load Rating Date 1901-01-01 nnLR10 - BrR Bid Number nnLR04A - Operating Rating Method 63 5 - No Rating nnLR11 - Plans Available No
Evaluation and Postings (EP) nnEP05 - Posting 70 5 - Equal to or above legal loads nnEP13 - Rating Calculations Complete No nnEP21 - BrR Rating Analysis No nnEP06 - Load Rating Organization nnEP14 - Rating Package Complete No nnEP22 - BrR Rating System Based No nnEP07 - Load Rater Name nnEP15 - Entire Structure Rated No nnEP23 - Rating Asphalt Thickness nnEP08 - Load Rater Initials nnEP16 - Rating Input Files Archived No nnEP24 - Girder Operating Rating nnEP17 - Rating Output Files Archived No nnEP25 - Overload Color Code nnEP10 - Checker Initials nnEP18 - Rating Assigned To nnEP26 - Overload Color Code Live Load N - Not applicable nnEP11 - Rating Package Review Date 1901-01-01 nnEP19 - Rating Software Used Not Assigned nnEP27 - Operating Controlling Member A - Not checked nnEP12 - Rating Package Reviewer nnEP20 - BrR Rating Runs No nnEP28 - Rating Comment
Inspection Date:
Structure Key:
05/16/2024
SNO 7
Element/Defect Unit Total Qty CS1 CS2 CS3 CS4
111 - Timber Open Girder/Beam feet 630 630 0 0 0
Laminated treated timber girders. Few checks less than 1/2 inch deep.
161 - Steel Pin and Pin & Hanger Assembly or both each 9 9 0 0 0
Painted steel with (1) bolt/pin through each girder. No defects noted. Hanger/pin connections located approximately 10 feet from piers, (2) in Span 2 and (1) in Span 4 (at each girder, (9) total).
515 - Steel Protective Coating sq feet 9 9 0 0 0
206 - Timber Column each 6 0 0 5 1
Treated timber columns at piers. 4 inch deep checks in all columns, checks and small splits in cross-bracing. West timber column at north pier (Pier 4) is crushing down onto the steel shoe at the bearing on the concrete base.
215 - Reinforced Concrete Abutment feet 20 20 0 0 0
Concrete wall on spread footing. Footing exposed at northwest. 8 inch undermining and slope failure in front of north abutment (A5) at northwest.
220 - Reinforced Concrete Pile Cap/Footing feet 4 4 0 0 0
Concrete footings. Exposed everywhere except south abutment (A1), transverse hairline cracks in pier footings.
235 - Timber Pier Cap feet 30 0 30 0 0
Treated timber caps. 4 inch deep checks throughout all caps on bottom.
31 - Timber Deck sq feet 2078.995 2078.995 0 0 0
Treated timber planks, 1/4 to 1/2 inch gaps. New planks installed prior to 2010 inspection. Minor warping at end of few planks.
322 - Approach Roadway each 1 1 0 0 0
4000 - Settlement 1 1 0 0 0
Asphalt on approaches to underpass. Approaches at northeast, northwest and southeast corners have settled 2 to 6 inches. The structure exhibits a slight S-curve over Pier 4 potentially due to settlement at west end of Pier 4. There is no significiant distress apparent on any elements. The curve is apparent when looking down the rails.
326 - Wingwalls each 4 4 0 0 0
Concrete, flared, on north side and timber, flared, on south side. Footing exposed at northwest, wingwall at southeast tipped out slightly.
333 - Other Bridge Railing feet 420 420 0 0 0
Treated timber plank and decorative wire fabric on painted angle posts, welded to steel blocks, bolted to exterior girders.
501 - Channel/Bank each 3 3 0 0 0
Cobble and gravel channel. The following notes were migrated from the 9504 element in 2023. Inspector must review and reconcile the notes and quantities during the next inspection. Rock and heavy vegetation on banks. The following notes were migrated from the 9510 element in 2023. Inspector must review and reconcile the notes and quantities during the next inspection.
Little chance of overtopping bridge.
600 - General Notes none 1 1 0 0 0
Clearance: 16 feet signs on exterior girders. True clearance is actually more (16.3 feet). The structure exhibits a slight S-curve over Pier 4. There is no significant distress apparent on any elements. The curve is apparent when looking down the rails.
Inspection Date:
Structure Key:
05/16/2024
SNO 7
Elevation
Elevation Looking West
5/2/2024 12:00:00 AM
Elevation Looking East
5/2/2024 12:00:00 AM
General/Superstructure
Superstructure/General Looking North
5/2/2024 12:00:00 AM
Posting Sign Looking East
Posting Sign Looking West
5/2/2024 12:00:00 AM
Roadway
Roadway Looking North
Inspection Date:
Structure Key:
05/16/2024
SNO 7
High
306.00 - Bridge Rail/Approach Rail/Guardrail - Installation, Replace
05/11/2014 Date Entered
Install adequate guardrail along roadway on approaches to underpass.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus Open
Moderate
05/16/2016 Date Entered
Place additional asphalt on approaches to match elevation of deck planks.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus Open
Moderate
353.99 - Miscellaneous bridge deck work
05/11/2014 Date Entered
Install drain pipes through old decking below new deck planks to allow drainage of water ponding on old deck. Place the exit of the drain pipes below the super structure.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus Open
Moderate
399.00 - Maintenance requiring engineering.
05/11/2014 Date Entered
Backfill below A5 footing to restore bearing and protect slope from further destabilization.
Problem Description
Target Date 12/31/2019
Deterioration CategoryStatus
PEDESTRIAN/SKIERS Over BRUSH CREEK ROAD
Inspection Date:
Structure Key:
05/16/2024
SNO 7
2 - Only one route goes under: 00000
Direction Left EoA Stripe1 Stripe2 Stripe3 Stripe4 Stripe5 Stripe6 Stripe7 Stripe8 Stripe9 Right EoA East 0.0000 16.3300 16.3300 16.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
West 0.0000 16.3300 16.8300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Date Recorded Max Clearance Min Clearance Method Note East 5/2/2024 16.3300 16.3300 Clearance Master Stripe1 and Stripe2 values set to minimum clearance value based on lasWest 5/2/2024 16.3300 16.3300 Clearance Master Stripe1 and Stripe2 values set to
Operations, LLC
SNO 8 Bridge, CIK - Concrete on I-Beam, Composite
Special Unscheduled Final Report
INSPECTION DATE
05/16/2024
Team Member (IE17): Troy Garner
Signed on: Not Available
Signed by: Not Available
Inspection Date:
Structure Key:
05/16/2024
SNO 8
nnAP01A - Approach Alignment 72 6 - Equals Min Criteria nnAP15 - Underclearance Rating 69 N - Not applicable nnCL04A - Historical 37 5 - Not eligible for National Register of Historic Places nnAP02A - Waterway Adequacy 71 N - Not applicable nnC01 - Deck Rating 58 8 - Very good nnCL05A - Toll 20 3 - On free road nnAP04A - Scour Documentation Yes nnC02 - Superstructure Rating 59 9 - Excellent nnCL07 - FHWA Bridge Risk High nnAP06 - Monitoring Comment nnC03 - Substructure Rating 60 8 - Very good nnCL09 - FHWA UW Risk High nnAP07 - Monitoring Trigger nnC04 - Culvert Rating 62 N - Not applicable nnCL13 - FHWA Load Rating Risk Low nnAP08 - Closure Trigger nnC09A - Channel and Channel Protection 61 N - Not applicable nnCL14 - BTE Eligibility Not applicable nnAP09 - Mobilize Trigger nnC11A - Scour Rating 113 N - Not applicable nnCL15 - Federal Submission USERKEY2
MAJOR VEHICULAR
nnAP10 - Scour Watch 113M No nnC12 - Overall Condition Good nnCL16 - Structure Class USERKEY3 Bridge nnAP11 - Sufficiency Rating 137SR 67.9992 nnC13 - Lowest Condition Rating nnCL17 - Structure Status 3 - Active nnAP12 - NBI Rating Status 0 - Not deficient nnCL01 - Owner 22 03 - Town or Township Highway Agency nnCL18 - Responsible Party nnAP13 - Structural Evaluation 67 7 - Exceeds Min Criteria nnCL02 - Maintenance Responsibility 21 03 - Town or Township Highway Agency nnCL19 - Maintenance Patrol 123 nnAP14 - Deck Geometry Rating 68 6 - Equals Min Criteria nnCL03A - Federal or Tribal Land Access 105 0 - Not applicable nnCL20 - Parallel Structure Key 8P
No parallel structure exists.
nnG07 - Left Curb Or Sidewalk 50A nnH06A - LRS Route 13A 097-0-2013 nnF01A - Feature Type 42A 1 - Highway nnG08 - Right Curb Or Sidewalk 50B nnH06B - Subroute Number 13B nnF01B - Feature Type 42B 3 - Pedestrian-bicycle nnG09 - Approach Roadway Width 32 27.5 nnH07 - LRS Mile Point 11 0.141 nnF02A - Feature Location 5A 1 - Route carried on the structure nnG10 - Median 33 0 - No median nnH08A - Lanes On Route 28A nnF03A - Feature Name 6A
SKI RUN
nnG11 - Skew 34 nnH08B - Lanes Under Structure 28B nnF03B - Feature Name 7
PINE CREST DR
nnG16 - Federal Deck Area nnH09 - AADT 29 nnG01A - Qualified Measurement 112 Yes nnG17 - Asphalt Thickness 66T nnH10 - AADTT nnG02 - Total Length 49 67.001 nnG19 - Structure Flared 35 No nnH10A - AADTT Percent 109 nnG03 - Maximum Span 48 58.999 nnH01A - Functional Classification 26 09 - Rural, Local nnH11 - Year of AADT 30 nnG04 - Minimum Span nnH03 - NHS 104 0 - Not on NHS nnH12 - Maximum Vertical Clearance 10 nnG05 - Out To Out 52 32.51 nnH04A - National Highway Freight Network 110 0 - Route not on national network for trucks nnH12A - Height Restriction nnG06 - Curb To Curb 51 nnH05A - STRAHNET Designation 100 0 - Non STRAHNET route nnH13 - Minimum Vertical Clearance 54B N/A
Feature not a highway or railroad nnH34A - Speed Limit nnIE06 - Inspection Due Date nnH13S - Minimum Vertical Clearance Over 53 100.000 nnH34B - Speed Limit in Front nnIE06A - Current Target Date Userkey4 nnH14 - Minimum Horizontal Clearance, Left 56 nnID01 - Structure Number 8
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