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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County 317 1. STATE BR. NO.: 29C--?.01'\ 38C- 4. DATE BUILT: ��7 7. Date Rebuilt I Widened: B. DATE INSPECTED: lZ./ 11 108 2. WATERWAY: 45c,3 lip ❑River L�z I []Slough ❑Creek 6. POSTED LOAD: /A ❑Type 3_-Ton, 3-S2 _Ton 13-3 _ Ton 3. ROAD NAME: ❑Ln [�Rd ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: L�Wayne Chan at Nelson 10. STRUCUTURE DESCRIPTION ❑ ❑ 10a. Type: L�Concrete Box Culvert ❑Timber ❑Steel Trestle []Concrete Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) ❑ Concrete T-Beam ❑Concrete Flat Slab & Pier Bent ❑ Other 10b. Overall Span: d,'L. �- 10c. Clear Width: 2d. 10d. DESCRIPTION: cf m �f,�, SQ L 4 -of eento -t-0bmtJ 65 11. BRIDGE APPROACH ROADWAY 11a. Pavement Type: &k C. B ❑ Chip Seal ❑ S urrySeal 11b. No. of Lane(s): 01 UZ- U 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines: N. Approach 7 Approach �_ ft ❑ E Approach ft ❑ W Ap oath ft 11d, Alignment: n entt ON ❑S. E. ❑W Approach, ❑ Curved ❑N. [IS CIE ❑W Approach; ntersection 11e. Levee Access/Driveway: NE Q/ NW Q' SE ❑ SW ❑ All Corner of Bridge ❑ N/A ❑ Other: 11f. Condition: ❑ No significant defects noted ❑ Pavement Rutting @ ON ❑S ❑E ❑W Approach, Location /Area ❑ Transverse cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area: ❑ Longitudinal cracks @ ON ❑S ❑E ❑W Approach; Location / Area ❑ ess cracks @ ❑N ❑ISS ❑E ❑W Approach, Location / Area. igator Cracks @ QN ❑S ❑E ❑W Approach; Location / Area• p Pavement subsidence Adjacent to Abutment @ l?lV S E ❑W Approach ��Orade Differential 06(&D lfft ❑S_ft. ❑E_ft. ❑W_ft Approach Other: _�ni �iW� 12. BRIDGE APPROACH GUARD RAILING 12a. Location: ❑ NNV Corner ❑ N/E Corner. ❑ SNV Corner ❑ S/E Corner ❑ All Corner None 12b. Type: ❑ MBGR on Timber Post ❑Std. ❑Non-Std; ❑ Timber Planks on Timber Post- 0 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") ❑NNV Car. ❑ N/E Car. ❑ SNV Car ❑ S/E Car. 12d. Length: ❑ Std (25'-0") ❑NNV Car ❑ N/E Car. ❑ SNV Car ❑ S/E Car. 12e. Terminal System: ❑ ET ❑ SRT ❑ ImDact Attenuator ❑QuardGuard ❑Tract ❑ Cable Anchor (Breakaway) ❑ Terminal Section (Type ❑A, ❑B; C; El Return Section) ❑ Other ❑ 12f. "P" Markers: ❑ NE ❑ NW El 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 ft ❑ Shimmy railing due to deteriorating rail posts ❑ Graffiti ❑ Damage @ ❑NNV Cor ❑N/E Car. ❑SNV Car. ❑S!E Car. No N/A ❑ Other 13. BRIDGE RAILING 13a. Guard Railing: Concrete Bridge Railing (Type ❑l; 02, ❑3, ❑4; ❑5. 025; ❑26; ❑ 736) ❑ MBGR on Timber Post ❑ MBGR on Steel Post ❑ Metal Tube Railing on Steel Post ❑ Thne Beam on Timber post ❑ Thne Beam on Steel Post ❑ Timber Planks on Timber Post ❑ Other: i 13b. Height: ❑ 32" Sid (Thne Beam & Type 25) 13c. Condition(s): ❑ 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 / c � X&AZ- W Zo $W " Q 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 Plaatte/C�rder ❑ Timber Stringers ❑ Steel Trestle ❑ Other 14b. No. of Span: ❑ 1 ❑ 2 [+! 3 ❑ 4 ❑ 5 ❑ 6 ❑7 ❑ 8 ❑ 9 ❑ 10 ❑ 14c. No. of Stringer or Girder/Span: 14d. Stringer/Gir. Dim.: Timber Stringers ❑ 4x14 ❑ 4xl6 ❑ 6xl4 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center Concrete / Steel Girders @ on Center 14e. Utility Conduit/Type: ElN/A 9 ❑ Yes RT ❑ LT Conduit Dia. ART' LT Quantity: ❑ RT_ ❑ LT ❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary Unknown ❑ Other 14f. Deck: ❑Ti er Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay ❑Concrete ❑Other 14g. Hinges/Expansion Joint: No ❑ Yes @ Span Condition ❑No significant defects noted; Page 1 of 3 01BRIDGE INSPECTIONSIASP fam 9-08 clot