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BRIDGE INSPECTION REPORT <br />1, STATE BR. NO.: 29C- C)7 4a. DATE BUILT: 4b. DATE REBUILT ( <br />2. WATERWAY: F 5. POSTED LOAD: 7. DATE OF INSPECTION MADE: <br />1 ROAD NAME: Mpe POSA- 6, DESIGN LOAD: 8. INSP. BY: Wayne Chan / Gary Corvey <br />9a. STRUCT. TYPE*- I Concrete / Steel I Timber / Composite Length: Clear Width: <br />9b. STRUCT. DESCRIPTION: <br />10. BRIDGE APPROACH ROADWAY - I- <br />- I <br />I Oa. Pavement TypE( A.C. -%J1 A.B.; ChipSeal- SlAr 5eal 10b.No.ofLn: 1;-6- 314;5 <br />,-1-7 "�� 10d. Align.: j4n_jE�t Curved <br />10c. Pavement Width:18etWeen edge strippin� <br />10e. Condition: No-bignp-of-erty4efact&,, <br />Transvers� / longitudina� cracks @ <br />11 BRIDGE APPROACH RAILING & GIUA� �.TLING- <br />l1a. Approach Rail. _MBGR on Timber postItteel post <br />Condition Rating Other: "P" 4arkers-L�--___ <br />llb. Height: i1c. Length: <br />lid. Condition: No signs of any defects <br />f /P <br />1 le. Guard Railing: Thrie Beam; KJBGR on Timber post /-Steel post llf.Height:- <br />Condition Rating: Other: --7,--7(-- <br />I I 1g. Condition. No signs of any defects <br />12. BRIDGE SUPERSTRUCTURE <br />C �lat slab- Box Culvert' T-Beam- <br />12a. Struct. Type: (6 1 <br />Condition Rating: 12b. No. of Span: 1�b.­Strin&r Dim.: <br />12e, Decking Concrete SIA:'Timber planks <br />12g. Deck Overlay: A.P,.' Chip Seal Other: <br />12h. Utility Conduit <br />12i. Condition: No signs of any defects <br />Transverse I lonaftudinal cracks @ <br />13. BRIDGE SUBSTRUCTURE <br />13a. Abut. Type: ConAD_Qaphragm;'Timber Abut. <br />Condition Rating: Other: <br />13b. Condition: <br />I 1­1\ <br />13c. WW Type: ConcrA; Timber-, <br />Other: - <br />13e. Bent/Pier Type. Concrete; Timber, <br />13f. Piles per Bent: <br />13g. Condition: No signs of any defects <br />Box Girder; Steel; Timber stringers <br />12d. Stringer/Span.- <br />12f. Skew: !EiP CN) <br />12g. Exp. Joint: <br />13d.C'U':) "skew <br />Other: <br />1'� <br />14. CHANNEL 14a. Type: Tri�pezoid'.IiU Shaped Earth Channel; <br />14b. Water Depth: ', - -- �,­ 1, <br />14c. Condition: Vep Growth -/bensey Moderate / light; <br />/A t -It - � C 11_� <br />14d. Channel Sect. (Upstream): Abut I @4.:-,Bent 2 @1 ;Bent 3 (W;Bent 4 Q <br />Channel section referen4es to <br />16. REMARKS: <br />;Bent 5 @ -.Bent 6 @ ;Abut <br />JOVERALL CONDITION RATING' I <br />S=New condition; 8zvery good condition: 7=Good condition, structurally sound need minor Maint. 6=Fair condition. <br />5=Gonerally fair condition, vAll need minor reconstruction; 4--Marginal concrfbon, will need major reconstruction; <br />S=Poor condition, require immediate repairs; 2=Critical condition, require emergency reconstructon; I =Critical condition, close to traffic <br />elbr inspknsp form 9-02.xis <br />Div. of Sr Engr. <br />Dept. of Public Works <br />County of San Joaquin <br />Page 1 of I <br />