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BRIDGE INSPECTION REPORT 1. STATE BR. NO.: 29C-229 4a. DATE BUILT: 1972 4b. DATE REBUILT ( ►; N/A 2. WATERWAY: Channel A 5. POSTED LOAD: N/A 7. DATE OF INSPECTION MADE: 06/15/2004 3. ROAD NAME: Fine Road 6. DESIGN LOAD: HS 20 8. INSP. BY: Wayne Chan 9a. STRUCT. TYPE: Concrete Length: 67' Clear Width: 32' 9b. STRUCT. DESCRIPTION: Reinforced concrete (RC) continuous flat slab on RC Bent & diaphragm abutments & wingwalls. Abutments and Bents found on pile foundation 10. BRIDGE APPROACH ROADWAY 10a. Pavement Type: A.C. 10b. No. of Ln: 2 10c. Pavement Width: Between edge stripping 23' +/- 10d. Align.: Tangent 10e. Levee Access/ Driveway: All comers except S/E comer, a T-intersection w/Flood Rd. @ S/E corner 10f. Condition: Transverse cracks adjacent to both approaches. Tree branches encroaching into travel way, Lt side. 11. BRIDGE APPROACH RAILING & GUARD RAILING 11a. Approach Rail: N/A 11b. Height: 11c. Length: 11d. "P" Markers: Inplaced except the N/W corner 11e. Condition: N/A 11e. Guard Railing: MBGR on steel posts 11f. Height: 27" +/- 11g. Condition: Damaged terminal end section @ N/E corner of bridge, and slightly flattened MBGR (1-unit) @ span 1 Rt. Side. 12. BRIDGE SUPERSTRUCTURE Condition Rating 12a. Deck: Concrete Flat Slab 12b. Exp. Joint: N/A (Deck): 7 12c. Skew: 0° 12d. Deck Overlay: Chip seal 12e. Deck Drainage: N/A 12f. Condition: Surface cracks noted on area did not covered w/chip seal; Hairline cracks noted per soffit inspection Condition Rating 12g Struct. Type: Same as 12a (Superstruct): 7 12h. No. of Span: 3 12i. No. of Stringer or Girder/Span: N/A 12j. Str./Gir. Dim.: N/A 12k. Utility Conduit: 2" dia. Rt side of deck 121. Condition: Same as 12f 13. BRIDGE SUBSTRUCTURE Condition Rating 13a. Abut. Type: Concrete Diaphragm 13b. Condition: No significant defects noted (Substructure): 7 13c. WW Type: Concrete 13d. Shape: Straight except S/E comer skewed 13e. Bent/Pier Type: Concrete Pile Bent 13f. Piles per Bent: 4 13g. Condition: No significant defects noted 14. CHANNEL 14a. Type: "Trapezoid" Shaped Earth Channel; Condition Rating 14b. Water Depth: 18"' +/- (Channel): 8 14c. Condition: Vegetation Growth - Moderate along the bank line and channel bed. 14d. Channel Sect. (Upstream): Channel section references to edge of deck Abut 1 @ 4.0'; Int. Pt. @ 12 ; Bent 2 @ 13% Int. Pt. @ 11' ; Bent 3 @ 6% Abut 4 @ 3'. 15: WORK RECOMM.: I. Replace damaged terminal end section @ S/E comer of bridge. 2. Trim out tree branches encroaching into the travel way (Rt side of bridge) 16. REMARKS: Div. of Sr Engr. San Dept. of Works e:%bridgeU9C_229 Find Rdl. Insp report 6-15-04.)ds Page 1 of 1 County of San SJoaquin