10/23/2017 Header Information Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Bridge Name: D-02-PR-030A Inspection Date: 12/2/2015 Sufficiency Rating: Inspection Cycle Year: 2015 NBI Reporting ID: D-02-PR-030A Posting status 41: A Inv Rtng Method 65: 5 County Code 3: 31 Service on/un 42A: 3 Inventory Rating 66: 0 Place Code 4: 20,000 Service on/un 42B: 5 Asph/Fill Thick 66T: 0 Feature Intersected 6: SOUTH PLATTE RIVER Main Mat/Desgn 43A: 3 Str. Evaluation 67: 6 Facility Carried 7: N OF 38TH STREET Main Mat/Desgn 43B: 9 Deck Geometry 68: N Location 9: Ped bridge on trail over Platte River, just east of Washington St near 38th St Appr Mat/Desgn 44A: 0 Undrclr Vert/Hor 69: N Custodian 21: 4 Appr Mat/Desgn 44B: 0 Posting 70: 5 Owner 22: 4 Main Spans Unit 45: 2 Waterway Adequacy 71: 8 Functional Class 26: 19 Approach Spans 46: 0 Approach Alignment 72: 8 Year Built 27: 2003 Horiz Clr 47: 999 Insp Team Indicator 90B: Xin/M. Lopez Lanes on 28A: 0 Max Span 48: 85 Inspector Name 90C: M. Lopez Lanes Under 28B: 0 Str Length 49: 170 Frequency 91: 36 ADT 29: 569 Curb Wdth L/R 50A: 0 FC Inspection Date 93A: 12/2/2015 Year of ADT 30: 2,016 Curb Wdth L/R 50B: 0 UW Inspection Date 93B: Design Load 31: Width Curb to Curb 51: 12 SI Date 93C: Apr Rdwy Width 32: Width Out to Out 52: 12 Direction of Traffic 102: 0 Median 33: 0 Deck Area: 2,040 Highway System 104: 0 Skew 34: 90 Min Undrclr Ref 54A: N Deck Type 107: 1 Sfty Rail 36a: 1 Min Undrclr 54B: 9.5 Wearing Surface 108A: 1 Sfty Rail 36b: Min Lat Clrnce Ref R 55A: N Membrane 108B: 0 Sfty Rail 36c: Min Lat Undrclr R 55B: Deck Protection 108C: 0 Sfty Rail 36d: Min Lat Undrclr L 56: Truck ADT 109: 0 Rail ht36h: 42 Deck 58: 6 Pier Protection 111: 1 Hist Signif 37: 5 Super 59: 7 NBIS Length 112: N Sub 60: 7 Scour Critical 113: 8 Channel/Protection 61: 7 Scour Watch 113M: Culvert 62: N CDOT Str Type 120A: Oprtng Rtg Method 63: 5 CDOT Constr Type 120B: Operating Rating 64: 0 Str Rating Date 130: 12/2/2015 https://eam-111.inforcloudsuite.com/web/base/common?req_key=-1879022150468123593&eamid=b7502f99-fbee-41f5-8ac7-79c1280ec4fd&uithe 1/1
Bridge Inspection Cycle Year Inspection Date D 02 PR 030A 2015 12/2/2015 30 Element Element Description Units Corrug/Orthotpc Deck Total Element % Element % Element % Element % Element Qty Element Qty Element Qty Element Qty Quantity State 1 State 2 State 3 State 4 State 1 State 2 State 3 State 4 SF 1368 0 100 0 0 0 1368 0 0 Element Notes 30 sf CS2 rust at west abutment where stay in place form (see photo); CS3 rust rebar exposed) along SW side where stay in place form (see photo); 20 sf CS2 rut at east abutment where stay in place form (see photo) D 02 PR 030A 2015 12/2/2015 120 U/Stl Thru Truss/Bot LF 300 100 0 0 0 300 0 0 0 SELF WEATHERING STEEL D 02 PR 030A 2015 12/2/2015 125 U/Stl Thru Truss/Top LF 300 100 0 0 0 300 0 0 0 SELF WEATHERING STEEL D 02 PR 030A 2015 12/2/2015 152 Paint Stl Floor Beam LF 384 100 0 0 0 384 0 0 0 SELF WEATHERING STEEL D 02 PR 030A 2015 12/2/2015 205 R/Conc Column EA 1 100 0 0 0 1 0 0 0 TOP OF COLUMN NOT INSPECTED. D 02 PR 030A 2015 12/2/2015 215 R/Conc Abutment LF 26 100 0 0 0 26 0 0 0 D 02 PR 030A 2015 12/2/2015 301 Pourable Joint Seal LF 72 100 0 0 0 72 0 0 0 D 02 PR 030A 2015 12/2/2015 302 Compressn Joint Seal LF 13 100 0 0 0 13 0 0 0 D 02 PR 030A 2015 12/2/2015 311 Moveable Bearing EA 4 100 0 0 0 4 0 0 0 Joint Replaced in 2011. Debris needs to be removed. JOINT SEAL AT MIDSPAN. CLEAN DEBRIS D 02 PR 030A 2015 12/2/2015 321 R/Conc Approach Slab SF 22 100 0 0 0 22 0 0 0 WEST SLAB CRACKED. D 02 PR 030A 2015 12/2/2015 326 Bridge Wingwalls EA 4 100 0 0 0 4 0 0 0 16 SF erosion at NE corner; Undermining at NE wingwall D 02 PR 030A 2015 12/2/2015 334 Metal Rail Coated LF 300 80 20 0 0 240 60 0 0 SELF WEATHERING STEEL, Graffiti to be removed. D 02 PR 030A 2015 12/2/2015 600 Genl Remarks EA 1 100 0 0 0 1 0 0 0 Repair corrugated stay in place form @ E. end by abutment; W abutment much lessof a deterioration issue; Rust more prevalent @ E end of bridge; Inspection Nots: 12 2 15; 11:53 AM; Sunny, 46 F; ML, Xin
Figure 1 Longitudinal view Figure 3 Transverse view (downstream) Figure 2 Transverse view (upstream) Figure 4 30sf CS2 rust of stay-in place form at west abutment
Figure 5 CS3 rust (rebar exposed) of stay-in place form along SW side Figure 6 Water leaking along SW side near stay-in place form
Figure 8 20sf CS2 rust of stay-in place form at east abutment Figure 7 Water leaking along NE side near stay-in place form Figure 9 Erosion at NE corner
Figure 10 Undermining at NE wingwall
C:\Users\3005382\Pictures\4a758c02-be6c-4975-a753-0b4a1ebe5a0e.gif D-02-PR-030A N WINGWALLS PLATTE RIVER BIKE PATH 10' 171' FLOW PLAN VIEW TRUSS RAILING ABUTMENTS BRIDGE PIER PLATTE RIVER 171' ELEVATION TRUSS RAILING CONCRETE DECK 10' DECK BRACKETS SECTION Bridge No.: D-02-PR-030A Major or Minor?: Minor Drawn By: KJM Checked By: Date: 06/23/2014 Date: Sheet No. 1 of 1