2008co-29C-342 - Laserfiche WebLink

Home Browse Search

BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 29C- y Z- 38C- 4. DATE BUILT, 0 64- T. Date Rebuilt I Widened: 8. DATE INSPECTED:/d 1/6 /08 2. WATERWAY: ❑RvLt .�r ❑Canal ❑Slough ek 5. POSTED LOAD: Rfl/'/A ❑Type 3_T3-Ton 3-S2 _Ton / 3-3 , Ton 3. ROAD NAME: PfLn Rd Blvd ❑Way 6. DESIGN LOAD: ❑H15 [91 20 9. INSP. BY: 2<Vayne C, han ❑Wyatt McAllister 10. STRUCUTURE DESCRIPTIIN [:]Rd❑ 10a. Type: ❑Concrete Box Culvert ❑Timber ❑Steel Trestle oncrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Concrete T -Beamµ ❑Concrete Flat Slab & Pier Bent ❑ Other r1 10b. Overall Span : __W!]5 -1 0 4- 10c. Clear Width: ��t - �b 4- 10d. DESCRIPTION: 11. BRIDGE APPROACH ROADWAY � 11a. Pavement Type: e A C ❑ A B Chip Seal ❑ Slurry Seal 11b. No. of'L e(s): ❑l @2 33 0 4 ❑ 5 ❑ �❑ 11c. Pavement Width Between Fog Lines ON Approach ��ft, /C� S Approach ft ✓L.l E Approach 2Zfiift [ W Approach 11d. Alignment: NJ Tangent ON ❑S L�fE. ttd�v Approach, ❑Curved ON ❑S ❑E ❑W. Approach, fflntersection AAW 11e. Levee Access/Driveway: ❑ NE ❑ NW ❑ SE ❑ SW All Corner of Bridge ❑ N/A ❑ Other 11f. Condition: ❑ No significant defects noted ❑ Pave Rutting @ ON [IS ❑E ❑W Approach, Location /Area --meant Transverse cracks @ ON ❑S ESE 9?d/Approach; Location / Area ❑ Longitudinal cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area ❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area. Alligator Cracks @ ON ❑S if ❑W Approach, Location / Area ❑ Pavement subsidence Adjacent to Abutment @ ❑N ❑S ❑E ❑W Approach ❑,,/ Grade ON ft ❑S ft ft W _ ft. Approach -Differential I[I Other �i)T.�f(, T. 3VN DI�T✓L� ^'' �� 12. BRIDGE APPROACH GUARD RAILING 12a. Location: ❑ N/W Corner ❑ WE Corner ❑ S/W Corner ❑ SIE Corner ❑ All Corner 5KNone 12b. Type: ❑ MBGR on Timber Post ❑Std. ❑Non-Std, ❑ Timber Planks on Timber Post. ❑ MBGR on Steel Post ❑Std. ❑Non-Std, ❑ Timber Planks an Steel Post ❑ Other. 12c. Height: Top of railing to exist ground line ❑ Sid (2'-2") ❑N/W Car ❑ N/E Car ❑ S/W Car ❑ S/E Car 12d. Length: ❑ Std (25'-0") ❑N/W Car ❑ N/E Car ❑ S/W Car ❑ S/E Car. 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 G?'KiI Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Corner 12g. Conditions: ❑ No significant defects noted Shoulder Condition: ❑ Std. (T) ❑ Should Width - EIP to Hinge ft ❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti ❑ Damage @ ❑N/W Car. ❑N/E Car ❑S/W Car. ❑S/E Car ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type ❑1, ❑2; ❑3; 04, 05, 025, 026; ❑ 736) ❑ MBGR on Timber Post 01-1�BGR 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: ❑ 2" Std. (Thrie Beam & Type 25) C / Other N 13c. Condition(s): o 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: 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 ❑ 2 ❑ 3 i 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or GirderfSpan: 14d. Stringer/Gir. Dim.: Timber Stringers. ❑ 414 ❑ 4x16 ❑ 6x14 ❑ 6x16 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Ste I Girders. �-�/ K @ on Center 14e. Utility Conduit/Type: ❑ N/A Yes�es ❑ RT LILT Conduit Dia j�RT❑ IT Quantity ❑ RT` ❑ LT _ ❑ Gas [Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown_❑0 Other 14f. Deck: ❑Tirpber Planks w1AC overlay ❑Corrugated Metal Decking w1AC overlay L7Concrete ❑Other. 14g. HingeslExpansfon Joint: 0 ❑ Yes @ Span Condition- ❑No significant defects noted, 0 kBRIDGE INSPECTIONSUnsp form 9-08 d= Page 1 of 3