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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 29C- Ms- 38C- 4. DATE BUILT: 7. Date Rebuilt / Widened: 8. DATE INSPECTED: / / qM8 2. WATERWAY: I ❑River [Ica I ❑Slough ❑Creek 5. POSTED LOAD: ❑N/A ❑Type 3-Ton / 3/ 3-S2 _Ton' / 3-3 _ Ton 3. ROAD NAME: / .- ❑Ln QRd ❑Blvd ❑Way S. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: L�Wayne Chan BIrwatt McAllister 10. STRUCUTU EE DESCRIPTION ❑ ❑ 10a. Type: ❑Concrete Box Culvert ❑Timber ❑Steel Trestle 21 oncrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Other 10b. Overall Span: 10c. Clear Width: 10d. DESCRIPTION: 11. BRIDGE APPROACH ROADWAY 11a. Pavement Type: O/AC ❑ A.B. Chip Seal ❑ SlurrySeal 11b. No..o_f L`ane(s): 01 [,Y� ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines: N. Approach ft,,'..//❑ S. Approach ft Lq*. Approach L ft [;-W.. Approach 7 11d. Alignment: anaent ❑N. ❑S. Elt LJ1N. Approach, ❑ Curved ON ❑S. ❑E ❑W. Approach; ❑ Intersection 11e. Levee Access/Driveway: ❑ NE 0-'NW ❑ SE 91 SW ❑ All Comer of Bridge ❑ N/A ❑ Other. 11f. Condition: significant defects noted ❑ PavemmentRutting@ ❑N ❑S ❑E ❑W Approach; Location/Area: ON nsverse cracks @ ON [ISS 9fir"RVOntApproach; Location / Area.") ^G, 72mr AF3 1 ❑ Longitudinal cracks @ ON ❑S ❑E ❑W Approach, Location /Area ❑ Stress cracks @ ON ❑S ❑E ❑W Approach, Location / Area ❑ Alligator Cracks @ ❑N ❑S ❑E ❑W Approach; Location / Area: ❑ Pavement subsidence Adjacent to Abutment @ [IN [IS CIE Approach /❑W 2r Grade Differential [IN _ft. ❑S _ ft. ❑E _ ft. I�V0--azit. Approach ❑ Other 12. BRIDGE APPROACH GUARD RAILING / 12a. Location: ❑ N/W Comer ❑ N/E Corner. ❑ SM Comer ❑ S/E Comer ❑ All Corner B None ' 12b. Type: ❑ MBGR on Timber Post []Std ❑Non-Std; ❑ Timber Planks on Timber Post: ❑ MBGR on Steel Post ❑Std. ❑Non-Std; ❑ Timber Planks on Steel Post ❑ Other: 12c. Height: Top of railing to exist ground line ❑ Std. (2'-2') ❑NAN Cor. ❑ N/E Cor. ❑ S/W Cor. ❑ S/E Cor. 12d. Length: ❑ Std (25'-0") ❑N/W Cor. _ ❑ N/E Cor ❑ S/W Cor. ❑ S/E Cor. 12e. Terminal System: ❑ ET ❑ SRT ❑ Imoact Attenuator ❑QuardGuard ❑Tract ❑ Cable Anchor (Breakaway) ❑ Terminal Section (Type ❑A; ❑B, ❑C; ❑ Return Section) ❑ Other ❑ N/A 12f. "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW All Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Comer 12g. Conditions: ❑ No significant defects noted Shoulder Condition: ❑ Sid. (3') ❑ Should Width - E/P to Hinge ft ❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti ❑ Damage @ ❑N/W Cor. ❑N/E Cor. ❑S/W Cor. ❑S/E Cor. ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type ❑1; ❑2; 03; ❑4; 05; ❑25; ❑26; ❑ 736) ❑ MBGR on Timber Post MBGR on Steel Post ❑ Metal Tube Railing on Steel Post ❑ Thrie Beam on Timber post ❑ Thrie Beam on Steel Post ❑ Timber Planks on Timber Post ❑ Other: 13b. Height: _ Std (Thrie Beam & Type 25) Ok Other: 13c. Condition(s): -❑32" [K/ No significant defects noted ❑ Shimmy railing due to deteriorating ❑outside stringers ❑ Railpost ❑ Mold ❑ Fungus growth ❑ Dry rots between Railpost & Stringer @ Span ❑ Lt ❑ Rt ❑ Debris built up @ the base of concrete railing / preventing proper deck drainage ❑ Graffiti @ ❑ Lt ❑ Rt ❑ Damage(s) / Location 14. BRIDGE SUPERSTRUCTURE � 14a. Structure Type: QllRc Flat Slab ❑ Conc. Box Culvert ❑ Conc T-Beam ❑ Conc "I' Girder ❑ Conc Box Girder ❑ Steel Plaatto/GJrder ❑ Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 ❑ 2 @'3 ❑ 4 ❑ 5 ❑ 6 07 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: 14d. Stringer/Gir. Dim.: Timber Stringers. ❑ 4xl4 ❑ 4xl6 ❑ 6xl4 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Steel Girders @ on Center 14e. Utility Conduit/Type: L�lN/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT_ ❑ LT_ Quantity- ❑ RT_ ❑ LT ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑Other 14f. Deck: ❑Ti/fiber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay 2 oncrete ❑Other. 14g. Hinges/Expansion Joint: I j�No ❑ Yes @ Span Condition ❑No significant defects noted, 0 \BRIDGE INSPECTIONSVnsp form 408 doc page 1 of 3