2008co-29C-343 - Laserfiche WebLink

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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 29C- :2,A !!>_ 38C- 4. DATE BUILT: 7. Date Rebuilt I Widened: 8. DATE INSPECTED: )Z 1 / 8 /08 2. WATERWAY: l �% ❑River anal ❑Slough ❑Creek 5. POSTEDD LOAD: ❑NIA ❑Type 3_Ton l/ 3-S2 _Ton f 3-3 _Ton 3. ROAD NAME: kk6=vo ❑Ln [�Od ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 !'3HS20 9. INSP. BY: tKayne Chan (-,}Nat Nelson 10. STRUCUTURE DESCRIPTION ❑ ❑ 10a. Type: ❑Concrete Box Culvert []Timber ❑Steel Trestle 5e.ncrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Concrete T-Beam ❑Concrete Flat Slab & Pier Bent ❑ Other I 10b. Overall Span : � _ a� '- 10•c.` Clear Width: f 10d.DESCRIPTION: VLC.L l,��XC1fSt�bu�. %fV-D P;. AJS ��1 11. BRIDGE APPROACH ROADWAY 6 �� "A 11a. Pavement Type: 9 C ❑ A B ❑ Chip Seal ❑Slurry Seal 11b. No. of Lane(s): 01 912 ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines: l L_ ft ❑ E Approach ft ❑ W Approach ft. ft CAS Approach ®r!ed lld. Alignment: roach LG;T'anoent ❑E ❑W Approach, ON ❑S ❑E ❑W Approach; ❑ Intersection 11e. Levee Access/Driveway: ❑ NE ❑ NW ❑ SE ❑ SW All Corner of Bridge ❑ N/A ❑ Other llf. Condition: ❑ No significant defects noted ❑ Pavement Rutting @ ON ❑S ❑E ❑W Approach, Location /A]rea G? � Transverse cracks @ Lys ❑E ❑W Approach; Location /Area r� 4Gv f 1 "tom 4 ❑ Longitudinal cracks @ ON ❑S OE ❑W Approach; Location I Area ❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area ❑ Alligator Cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area 0 Pavement subsidence Adjacent to Abutment @ ON CIS❑E ❑W Approach [?"'Grade Differential eN4J� ft RS BJ-�ft ❑E _ ft ❑W _ ft Approach fieOther 1i10 *5 � N�t� colz AV). -JW 12. BRIDGE APPROACH GUARD RAILING 12a. Location: 0 NNV Corner ❑ N/E Corner ❑ SIW Corner p S/E Corner ❑All Corner ❑None 12b. Type: ❑ MBGR on Timber Post ❑Std ❑Nan-Std; ❑ Timber Planks on Timber Post (MBGR on Steel Post ❑Std 0<on-Std; ❑ Timber Planks on Steel Post ❑ Other. 12c. Height: Top of railing to exist ground line ❑1td. (2'-2") E(N/W Co�'� ❑ N/E Car ❑ SNV Car Ga IE Car tt! k_ 12d. Length: ❑ Std (25'-0") [�1NV Car ❑ N/E Cor ❑ SNV Cor H S/E Cor.�� 12e. Terminal System: ❑ ET ❑ SRT ❑ Impa/Attenuator ❑QuardGuard ❑Tracc ❑ Cable Anchor (Breakaway) _ct C'Return Secbon)o�, ❑ Other ❑ N/A 0 Terminal Section (Type I A, ❑B, ❑C, 12f. "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW El'Ali Missing "P" Markers: Lj NE ❑ NW ❑ SE ❑ SW ❑ All Corner 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 a Damage @ ❑NNV Cor. ❑NIE Car 1 ❑SNV Car. ❑SIE Car 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type ❑l; 02, 03, ❑4, 05, 025, 026, ❑ 736) ❑ MBGR on Timber Post EJMBGR 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" Sid (Thee Beam &Type 25) Other A7 r7 13c. Condition(s): 2 No significant defects noted ❑ Shimmy railing due to deteriorating ❑outside stringers ❑ Raitpost ❑ 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: 9 RC Flat Slab ❑ Conc. Box Culvert ❑ Conc T-Seam ❑ Conc. "I" Girder ❑ Conc. Box Girder ❑ Steel Plate Girder [I Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 ❑ 2 Ld 3 ❑ 4 ❑ 5 ❑ 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 Concrete / Steel Girders @ on Center 14e. Utility ConduiUType: lJ NIA ❑ 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: Ek(o ❑ Yes @ Span Condition ❑No significant defects noted, 0 %8RI1GE INSPECTIONSVnsp lone 8-08 d0C Page 1 of 3