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BRIDGE INSPECTION REPORT Dept. of Public Works <br />Co W.� k0�3 San Joaquin County <br />1. STATE BR. NO.: 29C SC5 <br />)04�- 4. DATE BUILT: v W! 7. Date Rebuilt / Widened:: � 8. DATE INSPECTED: I I 09 <br />2. WATERWAY: L1)4>G T2CT--' <br />❑River ❑Canal ❑Slough D reek 5. POSTED LOAD: 9214/A []Type 3_TTonn/// 3-S2 _Ton / 3-3 Ton <br />ROAD NAME: Al"IN <br />_ <br />❑Ln QRd ❑Blvd []Way 6. DESIGN LOAD: ❑1­115.rtS20 9. INSP. BY: psWayne Chan []Nat Nelson <br />i0. STRUCUTURE DESCRIPTION <br />❑ � <br />` <br />10a. Type: ❑Concrete Box Culvert []Timber []Steel Trestle 05oncrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) <br />❑ Concrete T-Beam ❑Concrete Flat Slab & Pier Bent ❑ Other <br />10b. Overall Span : <br />10c. Clear Width: <br />'� <br />10d. DESCRIPTION: -`✓'`✓e+ e G:.Jti"C C�.d4t7i /1.� ci <br />11. BRIDGE APPROACH ROADWAY <br />11a. Pavement Type: <br />�A.C. ❑ A B. Chip SIeal [I Slurry Seal 11b.�No. of Lane(s): Ell E 2 ❑ 3 ❑ 4 ❑ 5 ❑ <br />11c. Pavement Width Between Fog Lines: <br />N. Approach _Z9__ft S Approach ZZ ft ❑ E Approach ft ❑ W Approach ft <br />11d. Alignment: <br />p"fangent e(N. ❑E ❑W. Approach, ❑ Curved ❑N. ❑S ❑E ❑W Approach, ❑ Intersection <br />11e. Levee Access/Driveway: <br />❑ NE ❑ NW 0' SE ❑ SW ❑ All Corner of Bridge ❑ N/A ❑ Other <br />11f. Condition: <br />2' No significant defects noted ❑ Pavement Rutting @ ❑N ❑S ❑E ❑W Approach; Location /Area <br />❑ Transverse cracks @ ❑N ❑S ❑E ❑W Approach; Location / Area <br />❑ Longitudinal cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area: <br />❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach; Location / Area. <br />❑ Alligator Cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area <br />❑ Pavement subsidence Adjacent to Abutment @ ❑N ❑S ❑E ❑W Approach <br />❑ Grade Differential ❑N _ ft. ❑S _ ft. ❑E _ ft. ❑W _ ft Approach <br />❑ Other <br />12. BRIDGE APPROACH GUARD RAILING <br />12a. Location: <br />❑ N/W Corner ❑ N/E Corner. ❑ SAN Corner ❑ S/E Corner ❑ All Corner None <br />12b. Type: <br />❑ MBGR on Timber Post ❑Std ❑Non-Std, ❑ Timber Planks on Timber Post <br />❑ MBGR on Steel Post ❑Std ❑Non-Std; ❑ Timber Planks on Steel Post ❑ Other <br />12c. Height: <br />Top of railing to exist ground line ❑ Std (2%2� ❑NAN Cor ❑ N/E Cor. ❑ S/W Cor. ❑ S/E Cor. <br />12d. Length: <br />❑ Std (25'-0") ❑NMI Cor. ❑ N/E Cor. ❑ S/W Cor. ❑ S/E Cor. <br />12e. Terminal System: <br />❑ ET ❑ SRT ❑ Imoact Attenuator ❑QuardGuard ❑Tract ❑ Cable Anchor (Breakaway) <br />❑ Terminal Section (Type ❑A; ❑B, ❑C; ❑ Return Section) ❑ Other ❑ N/A <br />12f. "P" Markers: <br />❑ NE ❑ NW ❑ SE ❑ SW UI Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Corner <br />12g. Conditions: <br />❑ No significant defects noted Shoulder Condition ❑ Std. (T) ❑ Should Width - E/P to Hinge ft <br />❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti <br />❑ Damage @ ❑N/W Cor ❑N/E Cor <br />❑SAN Cor ❑S/E Cor <br />❑ Other <br />13. BRIDGE RAILING <br />13a. Guard Railing: <br />❑ Concrete Bridge Railing (Type ❑l, ❑2; ❑3; ❑4, ❑5, ❑25, ❑26, ❑ 736) <br />❑ MBGR on Timber Post EYM BGR on Steel Post ❑ Metal Tube Railing on Steel Post <br />❑ Thne Beam on Timber post ❑ Thrie Beam on Steel Post ❑ Timber Planks on Timber Post <br />❑ Other. <br />13b. Height: <br />t <br />32" Std. (Thrie Beam &Type 25) [a' Other- <br />�❑ <br />13c. Condition(s): <br />ET No significant defects noted ❑ Shimmy railing due to deteriorating ❑outside stringers ❑ Railpost <br />❑ Mold ❑ Fungus growth ❑ Dry rots between Railpost & Stringer @ Span ❑ Lt ❑ Ft <br />❑ Debris built up @ the base of concrete railing / preventing proper deck drainage ❑ Graffiti @ ❑ Lt ❑ Rt <br />❑ Damage(s) / Location <br />14. BRIDGE SUPERSTRUCTURE <br />14a. Structure Type: RC Flat Slab ❑ Conc Box Culvert ❑ Conc T-Beam ❑ Conc "I" Girder ❑ Conc. Box Girder <br />❑ Steel Plate Girder ElTimber Stringers ❑ Steel Trestle ❑ Other <br />14b. No. of Span: ❑ 1 PIel2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: <br />14d. Stringer/Gir. Dim.: Timber Stringers: ❑ 4xl4 ❑ 4x16 ❑ 6xl4 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center <br />crete / Steel Girders: @ on Center <br />14e. Utility Conduit/Type: Co2N/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT _ ❑ LT _ Quantity ❑ RT_ ❑ LT <br />❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other <br />14f. Deck: OTTimber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay []Concrete []Other <br />14g. Hinges/Expansion Joint: [3 No ❑ Yes @ Span Condition []No significant defects noted, <br />O\BRIDGE INSPECTIONSVnspf-MB doc Page 1 of 3 <br />