2006co-29C-336 - Laserfiche WebLink

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BRIDGE INSPECTION REPORT Dept of Public Works San Joaquin County 1. STATE BR. NO.: 29C- 38C- 4. DATE BUILT: / / 7. Date Rebuilt! Widened: /_/_ 8. DATE INSPECTED: ! & /06 2. WATERWAY: ❑River []Canal []Slough []Creek 5. POSTED LOAD: ❑N/A []Type 3-Ton / 3-S2 Ton / 3-3 Ton ..,.,, 3. ROAD NAME:SAW R4%-44 1qq _ ❑LnQRoad❑Blvd❑Way 6. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: S yne Chan ❑Gary Corvey ❑Ge Xiong 10. STRUCUTURE DESCRIPTIOy , 10a. Type: Concrete ❑ Timber ❑ Steel Trestle ❑ Composite (Concrete Deck & Steel Plate Girder) ❑ Other 10b. Overall Span : 10c. Clear Width: 10d. DESCRIPTION: 11. BRIDGE APPROACH ROADWAY 11a. Pavement Type: �/❑ ❑ ❑ ❑ A.B. � .hip Seal ❑ SlurrySeal 11b. No. of Lane(s): Ell L71 3 4 5 2 A C,�-m. 11c. Pavement Width Between Fog Lines: !'❑ 0Approach eft. 2/S. Approach � ft ❑ E. Approach ft ❑ W. Approach ft 11d. Alignment: [a'fa'f agent [y W [g8' ❑E. ❑W Approach ❑ Curved ❑N. ❑S ❑E ❑W Approach lle. Levee Access/Driveway: ❑ NE ❑ NW ❑ SE ❑ SW [3"All Comer of Bridge ❑ N/A ❑ Other - Ill. Condition: ❑ No significant defects noted ❑ Pavement Rutting @ ❑N ❑S ❑E ❑W Approach; Location / Area Lk'Transverse cracks @ Ej� ff�❑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. ❑ Pavement subsidence Adjacent toAbutment@ ❑N ❑S ❑E ❑W Approach Grade Differential Bit Q�ft. R5 �Cft ❑E _ ft. ❑W _ ft. Approach ❑ Other: 12. BRIDGE APPROACH GUARD RAILING 12a. Location: ❑ N/W Comer ❑ N/E Corner ❑ S/W Corner ❑ S/E Corner ❑ All Corner lone 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") ❑N/W 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 ❑Tracc ❑ Cable Anchor (Breakaway) ❑ Terminal Section (Type ❑A, ❑C, ❑ Return Section) ❑ Other El N/A 12f. "P" Markers: �[1,�13c,, [3 NE �NW [►�SE ESW [MKIl Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Corner 12g. Conditions: ❑ No significant defects noted Shoulder Condition ❑ Std (3') ❑ Should Width - E/P to Hinge ft ❑ Shimmy railing due to deteriorating rail posts ❑ Damage @ ❑N/W Cor ❑N/E Cor ❑S/W Cor ❑S/E Cor ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: 13b. Height: 13c. Condition(s): 14. BRIDGE SUPERSTRUCTURE 14a. Structure Type 14b. No. of Span: 14d. Stringer/Gir. Dim.: 14e. Utility Conduit/Type: 14f. Deck: 14g. Exp. Joint: ❑ Concrete Bridge Railing (Type ❑l; ❑2; ❑3- ❑4; ❑5, ❑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 ri ❑ '2" Std (Thrie Beam & Type 25) Other 2i•� L-rl/No significant defects noted ❑ Shimmy railing due to deteriorating []outside stringers ❑Railpost ❑ Debris built up @ the base of concrete railing / preventing proper deck drainage ❑ Damage(s) / Location RC Flat Slab ❑ Conc. Box Culvert ❑ Conc T-Beam ❑ Conc. "I" Girder ❑ Conc Box Girder ❑ Steel Plate Girder [I Timber Stringers ❑ Steel Trestle ❑ Other [I1 El L✓J 3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: Timber Stringers. ❑ 4xl4 ❑ 4xl6 ❑ 6x14 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Steel Girders @ on Center VN/A ❑ Yes ❑ RT ❑ LT Conduit Dia. ❑ RT _ ❑ LT _ Quantity. ❑ RT_ ❑ LT ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other ❑Timber Planks w/AC overlay []Corrugated Metal Decking w/AC overlay ❑Concrete []Other[a' No ❑ Yes @ Span E\BRIDGE INSPECTIONSV-P f- 3 06 d- 1 of 3 Printed-5/32008