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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 299- 3?`- 4. DATE BUILT: 7. Date Rebuilt / Widened: 8. DATE INSPECTED: 9 / 1.5/09 \ 2. WATERWAY: LOLL ✓ =0Zer` ❑River [gealnal ❑Slough []Creek 5. POSTED LOAD: 5Z�/A ❑Type 3_Ton / 3-S2 _Ton / 3-3 _ Ton ROAD NAME: SL�LTr r1Ln ❑Rd ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 B11S20 9. INSP. BY: QWayne Chan ❑Nat Nelson W. STRUCUTURE DESCRIPTION ❑ 10a. Type: 196'ncrete Box Culvert []Timber []Steel Trestle []Concrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Concrete T-Beam ❑Concrete Flat Slab & Pier Bent ❑ Other 10b. Overall Span : _1 - 1 fi~ f 10c. Clear Width: ` -) 2- 10d. DESCRIPTION: Jl 11. BRIDGE APPROACH ROADWAY 11a. Pavement Type: 2 A C. ❑ A.B Chip Seal ❑ Slurry Seal 11b. No. of Lane(s): ❑1 2 ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines_:, [IN. Approach 4-ft. PS Approach," ft ❑ E. Approach ft El Approach ft. 11d. Alignm C 2ent: Ian enttN. 21' ❑E. ❑W Approach, ❑ Curved ❑N. ❑S. ❑E ❑W Approach, ❑ Intersection l le. Levee Access/Driveway: 2rNE B_NW Er -SE ❑ SW ❑ All Corner of Bridge ❑ N/A ❑ Other l lf. Condition: 0No significant defects noted ❑ Pavement Rutting @ ❑N ❑S ❑E ❑W Approach, Location / Area Transverse cracks @ ❑N 216❑E ❑W Approach, Location/ Area, ❑ Longitudinal cracks @ ❑N ❑S ❑E ❑W Approach; Location / Area ❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area. ❑ Alligator Cracks @ ❑N ❑S ❑E ❑W Approach; Location /Area. 0@ ❑N ❑S ❑E ❑W Approach Pavement subsidence Adjacent to,, Ab� 103utment CJ Grade Differential [IN -ft YJS ft. DE_ft EI W _ ft. Apac p h \\ 'L,jIAT ��i�- €3� Other -/, ), 12. BRIDGE APPROACH GUARD RAILING 12a. Location: ❑ N/W Corner ❑ N/E Corner ❑ SM Corner Q S1E Corner ❑ All Corner None 12b. Type: ❑ MBGR on Timber Post ❑Std ❑Non-Std, ❑ Timber Planks on Timber Post - El 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. _ ❑ SAN Cor ['fS/E Cor 1Z / 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 �orner 12g. Conditions: ❑ No significant defects noted Shoulder Condition ❑ Std. (T) ❑ Should Width - FJP 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 ❑l, ❑2�❑33: ❑4, ❑5, ❑25, ❑26, El736) [I MBGR on Timber Post L�l 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: ❑ 32" Std. (Thrie Beam & Type 25) ET Other 13c. Condition(s): FrNo 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: 0-'RC Flat Slab ❑ Conc. Box Culvert ❑ Conc T-Beam ❑ Conc "I" Girder ❑ Conc Box Girder ❑ Steel Plate Girder ❑ Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 E? 2 ❑ 3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 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: EN/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT _ ❑ LT _ Quantity. ❑ RT_ ❑ LT ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other 14f. Deck: ❑lTimber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay [Concrete []Other Hinges/Expansion Joint: �f_I No ❑ Yes @ Span Condition ❑No significant defects noted, e f 0 \BRIDGE INSPECTIONSVnsp lone "8 doc Page 1 of 3