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")RIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 1. STATE BR. NO.: 29C- Z'1�7 38C- 4. DATE BUILT: �1 7. Date Rebuilt / Widened: 1.\ 8. DATE INSPECTED: S / 1-1 /07 2. WATERWAY: tMEAS12. ❑Riv�er ❑Canal ❑Slough L�Creek 5.-P✓OSTED LOAD: pN/A ❑Typee33_Ton / 3-S2 / 3-3 Ton 3. ROAD NAME: "TULL�( _Ton _ 1-lLn 2Rd ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 LsnS20 9. INSP. BY: [3(W'Wayne Chan ❑Gary Corvey 10. STRUCUTURE DESCRIPTION Lr uarryl Jones ❑ 10a. Type: [Concrete ❑ Timber ❑ Steel Trestle & ❑Concrete Flat Slab Approach Bents ❑ Composite (Concrete Deck & Steel Plate Girder) ❑ Other i t �. 10b. Overall Span : 10c. Clear Width: t �2� Ci 10d. DESCRIPTION: _ 3 --\\ GOrSG. 1rrj�"[ �\ aPs h1.5 r-1Ltc '#3.6,c1TS �%t�\�1117a�L'1U1 �1A�Ni�IJ� 11. BRIDGE APPROACH ROADWAY �� 11a. Pavement Type: [-A C [IA B E? Chip Seal El Slurry Seal 11 b. No. of Lane(s): ❑1 B 2 ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines: 531J Approach & i- It Lyf Approach 2.OJ-- It ❑ E Approach ft ❑ W Approach ft 11d. Alignment: ®"Tangent [ N, KS, ❑E ❑W Approach, ❑ Curved ❑N ❑S ❑E. ❑W Approach, ❑ Intersection 11e. Levee Access/Driveway: [ENE ❑ 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 2" Longitudinal cracks @ ❑N [�<❑E ❑W Approach, Location /Area ^%tuT. ❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area ❑ Alligator Cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area ❑ Pavement subsidence Adjacent to Abutment @ [IN ❑❑ N S E W Approach @ Grade Differential [2 N V•DS It ❑S _ ft ❑E _ ft ❑W _ ft Approach ❑ Other 12. BRIDGE APPROACH GUARD RAILING Location: 9'All ElN/W Corner El N/E Corner ❑ S/W Corner ❑ S/E Corner LrJ All Corner ElNone 12b. Type: 2 MBGR on Timber Post EKd ❑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 2'Std (2'-2") ❑N/W Cor ❑ N/E Cor ❑ S/W Cor ❑ S/E Cor 12d. Length: ❑ Std (25'-0") [a'N/W Cor 4Z •s [Er-N/E Cor 62,� 0'S/W Cor &J.4" [E'S/E Cor LZ•S 12e. Terminal System: ❑ ET ❑ SRT ❑ Impact Attenuator ❑QuardGuard ❑Tracc 2Cable 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 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 @ ❑NAN Cor ❑N/E Cor ❑SAN Cor ❑S/E Cor ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: ❑ Concrete Bridge Railing (Type ❑l, ❑2, 03. ❑4, ❑5, ❑25, ❑26, ❑ 736) ❑ MBGR on Timber Post ❑ MBGR on Steel Post 2' 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) E Other 4 13c. Condition(s): LrS N0 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 ❑ Damage(s) / Location 14. BRIDGE SUPERSTRUCTURE 14a. Structure Type: EErRC 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 gr3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: 14d. Stringer/Gir. Dim.: Timber Stringers ❑ 4x14 ❑ 416 ❑ 6x14 ❑ 6x16 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Steel Girders @ on Center 14e. Utility Conduit/Type: 2 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. Expansion Joint: ✓[�No ❑ Yes @ Span Condition [:]No significant defects note 0 \BRIDGE INSPECTIONS\Insp loan 2-07 B doc Page 1 of 3