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BRIDGE INSPECTION REPORT <br />Dept. of Public Works <br />San Joaquin County <br />6;1 13107 <br />1. STATE BR. NO.: 29C- S. 7Qo <br />38C• 4. DATE BUILT: 7. Date Rebuilt I Widened: 8. DATE INSPECTED: <br />J <br />2. WATERWAY: <br />❑River ❑Canal ❑Slough ❑Creek 5. POSTED LOAD: ❑N/A ❑Typ--e 3-Ton / 3-S2 ,Ton / 3-3 _ Ton <br />3. ROAD NAME: ow <br />r1Ln ❑Rd ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: Sav�/ayne Chan ❑Gary Corvey <br />10. STRUCUTURE DESCRIPTION <br />26arryl Jones ❑ <br />Flat Slab & Pile Bents ❑Composite (Concrete Deck & Steel Plate Girder) <br />10a. Type: ❑Concrete <br />Box Culvert ❑Timber ❑Steel Trestle oncrete <br />❑ Other <br />10b. Overall Span: <br />10c. Clear Width: <br />10d. DESCRIPTION: <br />11. BRIDGE APPROACH ROADWAY <br />/ <br />❑ 5 ❑ <br />11a. Pavement Type: <br />A.C.. O A B ❑ Chip Seal ❑ SlurrySeal 11b. No, of Lane(s): ❑l 9, ❑ 3 ❑ 4 <br />11c. Pavement Width BAU*aea Ea9 fnn: <br />21 ApproachANLft Approach ANZJ ft ❑ E. Approach ft ❑ W. Approach ft. <br />4;;#a'V>_1R 11d. Alignment: <br />01t Lj` ❑E. ❑W. Approach; ❑ Curved [IN. [IS. ❑E. ❑W. Approach; ❑ Intersection <br />11e. Levee Access/Driveway: <br />_/❑,Tangentt <br />pQ NE ETNW ❑ SE ❑ SW ❑ All Corner of Bridge ❑ N/A ❑ Other: <br />11f. Condition: <br />❑ No significant defects noted ❑ Pavement Rutting @ ON ❑S ❑E ❑W Approach; Location / Area. <br />❑ Transverse cracks @ ❑N ❑S ❑E ❑W Approach, Location / Area: <br />(� <br />❑ Longitudinal cracks @ ON ❑S ❑E ❑W Approach, Location / Area: <br />b0 _ <br />❑ Stress cracks @ ❑N ❑S ❑E ❑W Approach, Location /Area: <br />❑ Alligator Cracks @ ON ❑S El ❑W Approach; Location / Area: <br />djacent to Abutment ON ❑S ❑E ❑W Approach �Q- �1�tti <br />❑ Pavement subsidence @ r \ <br />rjw 5 <br />Lvj Grade Differential ft ❑S _ ft. ❑E _ ft. ❑W _ ft. Approach D�1 <br />❑ Other: li 1VAWAF,�1„�4 5%v►� ' �" <br />12. BRIDGE APPROACH GUARD RAILING <br />12a. Location: <br />❑ N1W Corner ❑ N/E Corner ❑ SMl Comer ❑ SiE Corner ❑ All Corner None <br />12b. Type: <br />❑ MBGR on Timber Post ❑Sid ❑Non-Std, ❑ Timber Planks on Timber Post. <br />❑ MBGR on Steel Post ❑Std ❑Non-Std; ❑ Timber Planks on Steel Post ❑ Other: <br />12c. Height: <br />Top of railing to exist ground line ❑ Sid (2'-2") ❑N/W Cor. ❑ N/E Cor ❑ S/W Cor. ❑ S/E Cor. <br />12d. Length: <br />❑ Std (25'-0") ❑NAN Cor _ ❑ N/E Cor ❑ S/W Cor. ❑ S/E Cor <br />12e. Terminal System: <br />❑ ET ❑ SRT ❑ Imoact Attenuator ❑QuardGuard ❑Tract ❑ Cable Anchor (Breakaway) <br />❑ Terminal Section (Type ❑A, ❑B; ❑C; ❑ Return Section) ❑ Other ❑ N/A <br />12f. "P" Markers: <br />❑ NE ❑ NW ❑ SE ❑ SW ❑ All Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW All Comer <br />12g. Conditions: <br />❑ No significant defects noted Shoulder Condition- ❑ Std (T) ❑ Should Width - EiP to Hinge ft <br />❑ Shimmy railing due to deteriorating rail posts <br />❑ Damage @ ❑N/W Cor. ❑N/E Cor. <br />❑S/W Cor. ❑S/E Cor <br />❑ Other <br />13. BRIDGE RAILING <br />� <br />❑5, ❑25, ❑26; ❑ 736) A_ <br />13a. Guard Railing: <br />2 Concrete Bridge Railing (Type ❑1; ❑2. ❑3; 04; . <br />❑ MBGR on Timber Post ❑ MBGR on Steel Post ❑ Metal Tube Railing on Steel Post <br />❑ Thne Beam on Timber post ❑ Thne Beam on Steel Post ❑ Timber Planks. onTimberPost <br />❑ Other. 7�"¢' <br />Beam &Type 25) ❑ Other: via r_AA_- �,, � --d �ia�4 � �', <br />13b. Height: <br />13c. Condition(s): <br />-❑ 32" Std. (Three <br />IN No significant defects noted ❑ Shimmy railing due to deteriorating ❑outside stringers ❑ Railpost <br />❑ Mold ❑ Fungus growth ❑ Dry rots between Railpost & Stringer @ Span ❑ Lt ❑ Rt <br />❑ Debris built up @ the base of concrete railing / preventing proper deck drainage <br />❑ Damage(s) / Location <br />�Qiyt'1r-� <br />14. BRIDGE SUPERSTRUCTURE �% <br />14a. Structure Type: RC Flat Slab ❑ Cone- Box Culvert ❑ Conc. T-Beam ❑ Conc "I" Girder ❑ Conc Box Girder <br />❑ Steel Plate Girder ❑ Timber Stringers ❑ Steel Trestle ❑ Other <br />14b. No. of Span: ❑ 1 ❑ 2 ❑ 4 ❑ 5 ❑ 6 07 ❑ 8 ❑ 9 ❑ 10 ❑ _ 14c. No. of Stringer or Girder/Span: <br />14d. Stringer/Gir. Dim.: Timber Stringers ❑ 4x14 ❑ 4xl6 ❑ 6x14 ❑ 6xl6 ❑ @ ❑ 14" ❑ 16" ❑ on Center <br />Con rete / Steel Girders @ on Center <br />14e. Utility Conduit/Type: L N/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT_ ❑ LT_ Quantity- ❑ RT_ ❑ LT <br />❑ Gas ❑ Electrical ❑ Telephone ❑ Water ❑ Sanitary ❑ Unknown ❑ Other <br />14f. Deck: ❑Ti ber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay ❑Concrete ❑Other <br />14g. Expansion Joint: No ❑ Yes @ Span Condition. ❑No significant defects noted <br />0 \BRIDGE INSPECTIONS\Insp form 2-07 B dnc Page 1 of 3 <br />