2009co-29C-354 - Laserfiche WebLink

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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County co. be.�- \os�► 1. STATE BR. Np.: 29C- 3916, 4. DATE BUILT: 7. Date Rebuilt I Widened: ).11�-- 8. DATE INSPECTED: / «/09 2. WATE AY: t; 1 �� 6A?iS V ❑ Rover ❑Canal ❑Slough [reek ��,_ 5. POSTED LOAD: gN/A ❑Type 3_Ton 13-S2 _Ton / 3-3 _ Ton Till ROAD NAME: ❑Ln 2Rd ❑Blvd ❑Way 6. DESIGN LOAD: ❑1-115 Er!4S20 9. INSP. BY: 2*ayne Chan ❑Nat Nelson 10. STRUCUTURE DESCRIPTION ❑ 10a. Type: ❑Concrete Box Culvert ❑Timber ❑Steel Trestle 9ncrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Concrete T-l3eam ❑Concrete Flat Slab & Pier Bent ❑ Other 10b. Overall Span: +% %0 I A- 10c. Clear Width: ::;,o t 10d. DESCRIPTION: c3 - , 1, zIAT �i D� S" f�l �.j;S �►A1�}� M 11. BRIDGE APPROACH ROADWAY I la. Pavement Type: B A.C. C1 A B. ❑ Chip Seal ❑ Slurry Seal 11b. No. of Lane(s): ❑l 21--03 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines: ON. Approach i ft BB Approach it E Approach it❑ W Approach It11d. Alignment: @''fanaent �N. ETS. ❑E. Approach, ElCurved ON [IS❑E ❑W Approach; ❑ Intersection Ile. Levee Access/Driveway: ❑ NE ❑ NW ❑ SE ❑ SW All Corner of Bridge ❑ N/A ❑ Other: 11f. Condition: ❑ No significant defects noted ❑ Pavement Rutting @ ❑N ❑S ❑E ❑W Approach, Location /Area. Transverse cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area ❑ Longitudinal cracks @ ON El El ❑W Approach; Location /Area, ❑ Stress cracks @ ON ❑S ❑E ❑W Approach, Location / Area ❑ Alligator Cracks@ ON ❑S ❑E ❑W Approach, Location/Area. ❑ Pavement subsidence Adjacent to Abutment @ ON ❑S El ❑W Approach <yGrade Differential ENO " 28-jID- ft. ❑E _ ft. ❑W _ ft. Approach ❑ Other, 12. BRIDGE APPROACH GUARD RAILING 12a. Location: ❑ NNV Corner ❑ N/E Corner. ❑ SNV Corner ❑ S/E Corner ❑ All Corner one 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 ❑ Sid (2'-2") ❑N/W Cor ❑ N/E Cor ❑ SNV Cor. ❑ S/E Cor. 12d. Length: ❑ Sid (25'-0") ❑NNV Cor. ❑ N/E Cor. ❑ SNV Cor ❑ S/E Cor 12e. Terminal System: ❑ ET ❑ SRT ❑ Imoact Attenuator ❑QuardGuard ❑Tracc ❑ Cable Anchor (Breakaway) ❑ Terminal Section (Type ❑A; ❑B, ❑C, ElReturn Section) ❑ Other ❑ N/A RB, 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 ❑ Std. (3') ❑ Should Width - E/P to Hinge it ❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti ❑ Damage @ ❑NNV Cor ❑N/E Cor ❑SNV Cor. ❑S/E Cor ❑ Other � 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type ❑l, ❑2❑3, [14,4, ❑5, 025, 026, ❑ 736) ❑ MBGR on Timber Post C1f 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 I 13b. Height: ^❑32" Std (Thrie Beam & Type 25) f� Other L7 1 13c. Condition(s): G3/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: [jr`RC Flat Slab ❑ Conc. Box Culvert ❑ Conc T-Beam ❑ Conc. "I" Girder ❑ Conc Box Girder ❑ Steel Plate Girder Girder [I Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 ❑ 2 E1 3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: 14d. Stringer/Gir. Dim.: Timber Stringers: ❑ 414 ❑ 4x16 ❑ 6x14 ❑ 6x16 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Steel Girders @ on Center 14e. Utility Conduit/Type: O'N/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT_ ❑ LT_ Quantity ❑ RT_ ❑ LT_ ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other 14f. Deck: ❑Timber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay ❑Concrete ❑Other 14g. Hinges/Expansion Joint: L(No ❑ Yes @ Span Condition ❑No significant defects noted, 0 1SRIDGE INSPECTIONRnsp f- "11 doc Page 1 of 3