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HomeMy WebLinkAbout57C0763L; Macario Canyon; Cannon Road W/B; 2008-01-17Page 1 of 3 CaJtrans DEPARTMENT OF TRANSPORTATION Structure Maintenance & Investigations Bridge Inspection Report Bridge Number : Facility Carried: Location : City : Inspection Date : Inspection Type 57C0763L CANNON ROAD W/B 1.3 M E/0 1-5 CARLSBAD 01/17/2008 Routine FC Underwater Special Other B D D D D STRUCTURE NAME: MACARIO CANYON CONSTRUCTION INFORMATION Year Built : 2003 Skew (degrees): 0 Year Widened: N/A No. of Joints : 2 Length (m) : 138.5 No. of Hinges : 0 Structure Description:Continuous 5 span CIP/PS concrete box girder (4 cells) with RC one column bents and RC open end seat abutments, all supported upon steel piles. Span Configuration :(W) 23 m, 3 © 30.8 m, 23 m (E) LOAD CAPACITY AND RATINGS Design Live Load: MS-18+MOD OR HS-20+MOD Inventory Rating: 32.4 metric tons Operating Rating: 54 metric tons Permit Rating : PPPPP Posting Load : Type 3 English tons Calculation Method: Calculation Method: NO RATING ANALYSIS NO RATING ANALYSIS English tons Type 3-3 No. of Lanes: 2 Rail Code .Type 3S2 DESCRIPTION ON STRUCTURE Deck X-Section: (N) 0.5 m br, 1.5 m sw, 9.8 m, 0.3 m br (S) Total Width: 12.1m Net Width: 12.1 m Rail Description: type 26 mod (N) , type 25 (S) Min. Vertical Clearance: Unimpaired DESCRIPTION UNDER STRUCTURE Channel Description: Natural heavy in vegetation and trees CONDITION TEXT CONDITION OF STRUCTURE The bridge was built in 2003. OSMI was notified end of 2007 and city consultant provided As-built plans. The structure is inspected in accordance to ABME Procedures Manual. The bridge is in good condition. English tons 1111 UNDERWATER INVESTIGATION There was 0.3 meter deep stagnate water no scour was visible. No underwater investigation was necessary. ELEMENT INSPECTION RATINGS F#Elem Element Description 101 101 101 101 101 101 101 12 104 205 215 225 256 300 Concrete Deck - P/S Cone Closed Reinforced Cone Extension Reinforced Cone Unpainted Steel Slope Protection Bare Web/Box Girder Column or. Pile Abutment Submerged Pile Strip Seal Expansion Joint Env 2 2 2 2 2 2 2 Total Qty 1676 137 4 24 1 2 20 Units sq.m. m. ea. m. ea . ea. m. Qty in each Condition State St. 1 St. 2 St. 3 St. 4 St. 5 1676 137 4 24 1 2 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Printed on:Wednesday 02/27/2008 11:49 AM 57C0763L/DSMI/12950 Page 2 of 3 F#Elem Element Description Env Total Units Qty in each Condition State Qty St. 1 St. 2 St. 3 St . 4 St. 5 101 101 321 Reinforced Cone Approach Slab 2 4 ea. 4 w/ or w/o AC Ovly 331 Reinforced Cone Bridge Railing 2 150 ra. 150 0000 0000 WORK RECOMMENDATIONS - NONE Inspected By : M. Zaarour/M. Zolfaghari Registered Civil Engineer Printed on:Wednesday 02/27/2008 11:49 AM 57C0763L/DSMI/12950 Page 3 Of 3 STRUCTURE INVENTORY AND APPRAISAL REPORT IDENTIFICATION ON (1) STATE NAME- CALIFORNIA (8) STRUCTURE NUMBER (5) INVENTORY ROUTE (ON/UNDER) - (2) HIGHWAY AGENCY DISTRICT (3) COUNTY CODE 073 (4) (6) FEATURE INTERSECTED- (7) FACILITY CARRIED- (9) LOCATION - (11) MILEPOINT/KILOMETERPOINT (12) BASE HIGHWAY NETWORK- NOT ON NET (13) LRS INVENTORY ROUTE & SUBROUTE (16) LATITUDE 33 DEG 08 MIN 18.6 SEC (17) LONGITUDE 117 DEG 18 MIN 30.5 SEC (98) BORDER BRIDGE STATE CODE % SHARE * (99) BORDER BRIDGE STRUCTURE NUMBER 99.9 069 57C0763L 15100000 11 PLACE CODE 11194 MACARIO CANYON CANNON ROAD W/B 1.3 M E/0 1-5 0 100.0 N/A ******** STRUCTURE TYPE AND MATERIAL ********* (43) STRUCTURE TYPE MAIN:MATERIAL- PRSTR CONG CONT TYPE- BOX BEAM OR GIRDER - MULTI CODE 60S (44) STRUCTURE TYPE APPR:MATERIAL- TYPE - CODE (45) NUMBER OF SPANS IN MAIN UNIT 5 (46) NUMBER OF APPROACH SPANS 0 (107) DECK STRUCTURE TYPE- CIP CONCRETE CODE 1 (108) WEARING SURFACE / PROTECTIVE SYSTEM: A) TYPE OF WEARING SURFACE- NONE CODE o B) TYPE OF MEMBRANE- NONE CODE 0 C) TYPE OF DECK PROTECTION- NONE CODE 0 *************** AGE AND SERVICE *************** (27) YEAR BUILT 2003 (106) YEAR RECONSTRUCTED (42) TYPE OF SERVICE: ON- UNDER- (28) LANES:ON STRUCTURE (29) AVERAGE DAILY TRAFFIC (30) YEAR OF ADT 2008 (19) BYPASS, DETOUR LENGTH *************** GEOME' (48) LENGTH OF MAXIMUM SPAN (49) STRUCTURE LENGTH (50) CURB OR SIDEWALK: (51) BRIDGE ROADWAY WIDTH i (52) DECK WIDTH OUT TO OUT (32) APPROACH ROADWAY WIDT] (33) BRIDGE MEDIAN- NO T< (34) SKEW 0 DEG (35) (10) INVENTORY ROUTE MIN V] (47) INVENTORY ROUTE TOTAL (53) MIN VERT CLEAR OVER BI (54) MIN VERT UNDERCLEAR REF- (55) MIN LAT UNDERCLEAR RT (56) MIN LAT UNDERCLEAR LT (112) (104) (26) (100) (101) (102) (103) (105) (110) (20) (21) (22) (37) SUFFICIENCY RATING = STATUS HEALTH INDEX PAINT CONDITION INDEX = ************* CLASSIFICATION ************* NBIS BRIDGE LENGTH- YES HIGHWAY SYSTEM- NOT ON NHS FUNCTIONAL CLASS- MINOR ARTERIAL URBAN DEFENSE HIGHWAY- NOT STRAHNET PARALLEL STRUCTURE- LEFT STRUCTURE DIRECTION OF TRAFFIC- 2 WAY TEMPORARY STRUCTURE- FED.LANDS HWY- NOT APPLICABLE DESIGNATED NATIONAL NETWORK - NOT ON NET TOLL- ON FREE ROAD MAINTAIN- CITY OR MUNICIPAL HIGHWAY AGENCY OWNER- CITY OR MUNICIPAL HIGHWAY AGENCY HISTORICAL SIGNIFICANCE- NOT ELIGIBLE **************** CONDITION *** (58) DECK (59) SUPERSTRUCTURE (60) SUBSTRUCTURE (61) CHANNEL S; CHANNEL PROTECTION (62) CULVERTS CODE Y 0 16 0 L 2 0 0 3 04 04 5 CODE 7 8 7 9 N ********* LOAD RATING AND POSTING ********* CODE (31) DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6 (63) OPERATING RATING METHOD- NO RATING ANALYSIS 5 (64) OPERATING RATING- 54.0 (65) INVENTORY RATING METHOD- NO RATING ANALYSIS 5 (66) INVENTORY RATING- 32.4 (38) NAVIGATION CONTROL- (111) PIER PROTECTION- (39) NAVIGATION VERTICAL CLEARANCE (116) VERT-LIFT BRIDGE N (40) NAVIGATION HORIZON HIGHWAY- PEDESTRIAN 5 - WATERWAY 5 02 UNDER STRUCTURE 00 18 (109) TRUCK N LEFT 1.5 M CURB TO CURB H (W/SHOULDERS) 1EDIAN 1000 ADT 2 % 2 KM 30.8 M 138.5 M RIGHT 0.0 M 12 . 1 M 12.1 M 12.1 M 0 STRUCTURE FLARED NO ERT CLEAR HORIZ CLEAR RIDGE RDWY EF- NOT H/RR REF- NOT H/RR LTION DATA ****' NOT APPLICABLE jEARANCE 1IN VERT CLEAR CLEARANCE 99.99 M 21.1 M 99.99 M 0.00 M 0.0 M 0.0 M CODE N CODE 0.0 M 0.0 M 0.0 M (70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5 (41) STRUCTURE OPEN, POSTED OR CLOSED - DESCRIPTION- OPEN, NO RESTRICTION (67) STRUCTURAL EVALUATION (68) DECK GEOMETRY (69) UNDERCLEARANCES , VERTICAL & HORIZONTAL (71) WATER ADEQUACY (72) APPROACH ROADWAY ALIGNMENT (36) TRAFFIC SAFETY FEATURES (113) SCOUR CRITICAL BRIDGES (75) TYPE OF WORK- CODE (76) LENGTH OF STRUCTURE IMPROVEMENT (94) BRIDGE IMPROVEMENT COST (95) ROADWAY IMPROVEMENT COST (96) TOTAL PROJECT COST (97) YEAR OF IMPROVEMENT COST ESTIMATE (114) FUTURE ADT (115) YEAR OF FUTURE ADT A 7 7 N 8 8 1111 6 M 1200 2015 *************** INSPECTIONS *************** (90) INSPECTION DATE 01/08 (91) FREQUENCY 48 MO (92) CRITICAL FEATURE INSPECTION: (93) CFI A) FRACTURE CRIT DETAIL- NO MO A) B) UNDERWATER INSP- 0 MO B) C) OTHER SPECIAL INSP- • 0 MO C) DATE Printed on:Wednesday 02/27/2008 11:49 AM 57C0763L/DSMI/12950