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BRIDGE INSPECTION REPORT Dept. of Public Works San Joaquin County /I 1. STATE BR. NO.: 29C- l0 38C- 4. DATE BUILT: 7. Date Rebuilt/ Widened: 8. DATE INSPECTED: %-I /07 2. WATERWAY: ❑River ❑Canal ❑Slough []Creek S. POSTED LOAD: ❑N/A ❑Type 3-Ton / 3-S2 / 3-3 Ton 3. ROAD NAME: _Ton _ FILn 9d ❑Blvd ❑Way 6. DESIGN LOAD: ❑H15 ❑HS20 9. INSP. BY: [Wayne Chan ❑Gary Corvey 10. STRUCUTURE DESCRIPTI%O� 0 Darryl Jones [I10a. Type: Concrete ❑ Timber ❑ Steel Trestle & []Concrete Flat Slab Approach Bents ❑ Composite (Concrete Deck & Steel Plate Girder) ❑ Other 10b. Overall Span: �(i p / 10c. Clear Width: 10d. DESCRIPTION: 11. BRIDGE APPROACH ROADWAY , 11a. Pavement Type: �/ -/ L�J A C. ❑ A.B. )r Chip Seal ❑ SlurrySeal 11b. No. of Lane ): ❑1 9'2 ❑ 3 ❑ 4 ❑ 5 ❑ 11c. Pavement Width Between Fog Lines ❑N. Approach -- ft. ❑ S. Approach ft ❑ E pproach ft ❑ W. Approach ft. 11d. Alignment: KTangent BIN. 016"❑E. ❑W. Approach; ❑ Curved ❑N. S. ❑E. ❑W. Approach, ❑ Intersection 11e. Levee Access/Driveway: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Corner of Brid a O/A ❑ Other: 11f. Condition: ❑ No significant defects noted ❑ Pavement Rutting @ N ❑S ❑E ❑W Approach, Location /Area 12-flansverse cracks @ ❑N 0!� ❑E ❑W Approa , Location /Area: rNv's_ 1*v.C-` 1 ❑ Longitudinal cracks @ ❑N ❑S ❑E ❑W Appr ach; Location /Area. ❑ Stress cracks @ ❑N ❑S ❑E ❑W Approa ; Location /Area* ❑ Alligator Cracks@ ❑N ❑S ❑E ❑W A roach; Location/ Area - El Pavement subsidence Adjacent toAbutm t@[IN ❑S ❑E ❑W Approach 55,"Grade Differential ft. Bs 0 , / ft El _ ft. ❑W _ ft. Approach ❑ Other 12. BRIDGE APPROACH GUARD RAILING 12a. Location: �/ �� Q NNV Corner I3 N/E Corner. /W Corner Ly'S/E Corner ❑ All Corner ❑ None 12b. Type: ❑ MBGR on Timber Post ❑Std Non-Std; ❑ Timber Planks on Timber Post Ql--M'BGR on Steel Post ❑Std. Non-Std; ❑ Timber Planks on Steel Post ❑ Other 12c. Height: Top of railing to exist ground [in 9d. (2'-2") ❑NNW Cot Vft ft ry /E Cor ❑ SNV Cor Y [IS/E Cor 12d. Length: _ [I Std (25'-0") ONNV Cor �-6 aN/E Cor _f 2-6 ET S/W Cor❑-`S/E Cor )2- (-, 12e. Terminal System: ❑ ET ❑ SRT ❑ Impact Attenuator ❑QuardGuard ❑Trace ElCable Anchor (Breakaway) 0 Terminal Section (Type ON, ❑B, ❑C; ❑ Return Section) ❑ Other ❑ N/A 12f. "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW All Missing "P" Markers: ❑ NE ❑ NW ❑ SE ❑ SW ❑ All Corner 129. Conditions: ❑ No significant defects noted Shoulder Condition: ❑ Std. (3') ❑ Should Width - E/P to Hinge ft ❑ Shimmy railing due to deteriorating rail posts ❑ Damage @ i_1NNV Cor ❑N/E Cor. �i %❑SNVCor ❑S/ECor hlra(�lC�7Z--'t v4wxy o ❑ Other 'K,0Inr �l 13. BRIDGE RAILING I/! , 7T� 13a. Guard Railing: ❑ Concr to Bridge Railing (Type ❑l; ❑2, ❑3; ❑4; ❑5, ❑25, ❑26; ❑ 736) ❑ MB on Timber Post 2�'MBGR on Steel Post ❑ Metal Tube Railing on Steel Post ❑ Th a Beam on Timber post ❑ Thrie Beam on Steel Post ❑ Timber Planks on Timber Post ❑ her 13b. Height: ❑ " Std (Thrie Beam & Type 25) by Other 1i1 �r 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 ❑ Damage(s) / Location 14. BRIDGE 14a. Structure Type: O RC Flat Slab ❑ Cone Box Culvert ❑ Cone T-Beam ❑ Cone "I" Girder ❑ Conc Box Girder El Steel Plate Girder ❑ 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 ❑ 4x16 ❑ 6x14 ❑ 6x16 ❑ @ ❑ 14" ❑ 16" ❑ on Center Cone to / Steel Girders- @ on Center 14e. Utility Conduit/Type: N/A ❑ Yes ❑ RT ❑ LT Conduit Dia ❑ RT _ ❑ LT _ Quantity. ❑ RT_ ElLT ElGas ElElectrical [ITelephone ElWater ElSanitary ElUnknown []Other 14f. Deck: ❑Timber Planks w/AC overlay ❑Corrugated Metal Decking w/AC overlay ❑Concrete ❑Other: 14g. Expansion Joint: E? No ❑ Yes @ Span Condition ❑No significant defects note WBRIDGE INSPECTIONSVnsp loin 2-07 8 doc Page 1 of 3