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BRIDGE INSPECTION EPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 29C- 3 C-,�r 4. DATE BUILT: 7. Date Rebuilt I Widened: 8. DATE INSPECTED: � / � /08 2. WATERWAY: Av-&-lCan-al ❑Slough ❑Creek 5. POSTED LOAD: ❑N/A ❑Type 3_Ton / 3-S2 _Ton / 3-3 _ Ton 3. ROAD NAME: _ ❑Ln [}fQ'd❑Blvd ❑Way 8. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: ❑Wayne Chan []Wyatt McAllister 10. STRUCUTURE DESCRIPTION ❑ �"+� �� 10a. Type: ❑Concrete Box Culvert ❑Timber ❑Steel Trestle 0doncrete 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: �C-7❑ A B. hip Seal ❑ lurry Seal 11b. No. of Lane(s): ❑l Eri ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines:� LAN. Approach __ft. Approach ft ❑ E. A proach ft ❑ W. Approach ft. 11d. Alignment: (>a"Tan ent M41 ❑S..�❑E ❑W. Approach; Curve ❑N. j�❑E ❑W. Approach; ❑ Intersection 11e. Levee Access/Driveway: NE ❑ NW ll3 SE ❑ SW ❑ All Corner of Bridge ❑ N/A ❑ Other 11f. Condition: ❑ No significant defects noted ❑/Pavement Rutting @ ON ❑S ❑E ❑W Approach; Location 1 Area: Transverse cracks @ 0IN RS ❑E ❑W Approach: Location / Area�5��;4 ❑ Longitudinal cracks @ ON ❑S ❑E ❑W Approach; Location / Area: / ❑ Stress cracks @ ON ❑S ❑E ❑W Approach; Location / Area: ❑ Alligator Cracks @ ON ❑S ❑E ❑W Approach; Location /Area: ❑0 Pavement subsidencce/Adjacenyto Abutment @ [IN [IS ❑E ❑W Approach 0' Grade Differential g N ag.!5. ❑S _ ft ❑E _ ft. ❑ W ,_ ft. Approach ❑ Other: 12. BRIDGE APPROACH GUARD RAILING, 12a. Location: ❑ t�/W Corner ❑ N/E Corner. ❑ SIW Comer ❑ S/E Corner All Corner ❑ None 12b. Type: l►-d/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') [��.(rV/IW Cor.�0N/ Corf ❑ SIW�Cor. ❑ S/E Cor Y 12d. Length: ❑ Std (25'-0') ❑NNW Core ❑ N/E Cor ❑ SNW Cor. 6& ❑ S/E Cor. 12e. Terminal System: ❑ ET ❑ SRT ❑ Imoact Attenuator ❑Qu�ardGuard ❑Tract ❑ Cable Anchor (Breakaway) ❑ Terminal Section (Type ON❑B; ❑C; 01" aturn Section) ❑ Other ❑ N/A 12f. "P" Markers: ❑ N� ❑ NW ❑ SE ❑ SW �ll Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Comer 12g. Conditions: No significant defects noted Shoulder Condition: ❑ Std. (3') ❑ Should Width - E/P to Hinge ft ❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti ❑ Damage @ ❑NNW Cor. ❑N/E Cor. ❑SNW Cor. ❑S/E Cor. ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type 01; 02, 03: 04; 05; 025; ❑26, ❑ 736) ❑ MBGR on Timber Post CXMBGR 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: nL rl 13b. Height: ❑ 3 " Sid. (Thrie Beam & Type 25) Other: fn 13c. Condition(s): 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) I Location 14, BRIDGE SUPERSTRUCTURE �// 14a. Structure Type: L7 RC Flat Slab ❑ Conc. Box Culvert ❑ Conc. T-Beam ❑ Conc "1" Girder ❑ Conc Box Girder ❑ Steel Plate Girder ❑ Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 ❑ 2 ❑ 3 ❑ 4 9j5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: 14d. Stringer/Gir. Dim.: Timber Stringers, ❑ 4x14 ❑ 4x16 ❑ 6xl4 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center C�on rete / Steel Girders, @ on Center 14e. Utility Conduit/Type: [� NIA ❑ Yes ❑ RT ❑ LT Conduit Dia. ❑ RT _ ❑ LT _ Quantity ❑ RT_ ❑ LT ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other 14f. Deck: OT'mber Planks w1AC overlay ❑Corrugated Metal Decking w1AC overlay ❑Concrete ❑Other 14g. Hinges/Expansion Joint: No ❑ Yes @ Span Condition: ❑No significant defects noted; 0 1BRIDGE INSPECTIONSU.p I.-4-N dot Page 1 of 3