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HomeMy WebLinkAbout57C0770; Encinitas Creek Culvert 1; Rancho Santa Fe RD; 2008-01-17Page 1 of 3 (aftmns DEPARTMENT OF TRANSPORTATION Structure Maintenance & Investigations Bridge Inspection Report Bridge Number : Facility Carried: Location : City : Inspection Date : Inspection Type 57C0770 RANCHO SANTA FE RD 0.2 M S/O OLIVENHAIN RD CARLSBAD 01/17/2008 Routine FC Underwater Special OtherH n n n n STRUCTURE NAME; ENCINITAS CREEK CULVERT 'I1 CONSTRUCTION INFORMATION Year Built : 2004 Year Widened: N/A Length (m) : 9.3 Skew (degrees): 99 No. of Joints : 0 No. of Hinges : 0 Structure Description:Double 3.0 mx 1.5 mx 68 mRC box culvert non grade top under 0.3 m of earth fill. Span Configuration :(S) 2 @ 3.0 m (N) clear LOAD CAPACITY AND RATINGS Design Live Load: MS-18 OR HS-20 Inventory Rating: 32.4 metric tons Operating Rating: 54 metric tons Permit Rating : ppppp Posting Load : Type 3 English tons Type 3S2 English tons Type 3-3 English tons Calculation Method: NO RATING ANALYSIS Calculation Method: NO RATING ANALYSIS DESCRIPTION ON STRUCTURE Deck X-Section: (W) 2.7 m ea, 1.7 m sw, Total Width: .0 m Rail Description: CLF Min. Vertical Clearance: Unimpaired DESCRIPTION UNDER STRUCTURE Channel Description: Natural channel CONDITION TEXT HISTORY This structure was replaced structure #57C0283. i.7 m, 3.0 m med, 11.6 m, 1.7 m sw, 2.4 m ea, (E) Net Width: 20.3 m No. of Lanes: 4 Rail Code : 0000 CONDITION OF STRUCTURE The bridge was built in 2004. OSMI was notified end of 2007. The structure is inspected accordance to ABME Procedures Manual. The bridge is in good condition. UNDERWATER INVESTIGATION There was 0.2 meter deep water no scour was visible. No underwater investigation was necessary. ELEMENT INSPECTION RATINGS F#Elem Element Description Env Total Units Qty in each Condition State Qty st. i st. 2 st. 3 st. 4 St. 5 101 241 Reinforced Concrete Culvert 2 68 m. 68 .0 0 0 0 WORK RECOMMENDATIONS - NONE Printed on: Wednesday 02/27/2008 11:49 AM 57C0770/DSMI/12950 Inspected By : M. Zaarour/M. Zolfaghari Page 2 of 3 Registered Civil Engineer Printed on: Wednesday 02/27/2008 11:49 AM 57C0770/DSMI/12950 Page 3 of 3 STRUCTURE INVENTORY AND APPRAISAL REPORT IDENTIFICATION (1) (8) (5) (2) (3) (6) (7) (9) (11) (12) (13) (IS) (17) (98) (99) STATE NAME- CALIFORNIA STRUCTURE NUMBER INVENTORY ROUTE (ON/UNDER) - HIGHWAY AGENCY DISTRICT ON 069 57C0770 1510S345 11 COUNTY CODE 073 FEATURE INTERSECTED- FACILITY CARRIED- LOCATION- (4) PLACE CODE 11194 ENCINITAS CREEK TRIBUTAR RANCHO SANTA FE RD 0.2 M S/O OLIVENHAIN RD MILEPOINT/KILOMETERPOINT BASE HIGHWAY NETWORK- NOT ON NET 0 LRS INVENTORY ROUTE & SUBROUTE LATITUDE 33 DEG 04 MIN 00.8 SEC LONGITUDE 117 DEG 14 MIN 43.2 SEC BORDER BRIDGE STATE CODE % SHARE * BORDER BRIDGE STRUCTURE NUMBER ******** STRUCTURE TYPE AND MATERIAL ********* (43) STRUCTURE TYPE MAIN:MATERIAL- CONCRETE TYPE- CULVERT CODE 119 (44) STRUCTURE TYPE APPR:MATERIAL- TYPE- CODE (45) NUMBER OF SPANS IN MAIN UNIT 2 (46) NUMBER OF APPROACH SPANS 0 (107) DECK STRUCTURE TYPE- NOT APPLICABLE CODE N (108) WEARING SURFACE / PROTECTIVE SYSTEM: A) TYPE OF WEARING SURFACE- NOT APPLICABLE CODE N B) TYPE OF MEMBRANE- NOT APPLICABLE CODE N C) TYPE OF DECK PROTECTION- NOT APPLICABLE CODE N *************** AGE AND SERVICE *************** (27) YEAR BUILT 2004 (106) YEAR RECONSTRUCTED (42) TYPE OF SERVICE: ON- HIG UNDER- WATERWAY (28) LANES:ON STRUCTURE 04 UNO! (29) AVERAGE DAILY TRAFFIC (30) YEAR OF ADT 2008 (109) (19) BYPASS, DETOUR LENGTH *************** GEOMETRIC DATA (48) LENGTH OF MAXIMUM SPAN (49) STRUCTURE LENGTH (50) CURB OR SIDEWALK: LEFT 0.0 M (51) BRIDGE ROADWAY WIDTH CURB TO CURB (52) DECK WIDTH OUT TO OUT (32) APPROACH ROADWAY WIDTH (W/SHOULDERS) (33) BRIDGE MEDIAN- CLOSED NON-MC (34) SKEW 99 DEG (35) STRUCTUR (10) INVENTORY ROUTE MIN VERT CLEAR (47) INVENTORY ROUTE TOTAL HORIZ CLEAR (53) MIN VERT CLEAR OVER BRIDGE RDWY (54) MIN VERT UNDERCLEAR REF- NOT (55) MIN LAT UNDERCLEAR RT REF- NOT H/RR (56) MIN LAT UNDERCLEAR LT *************** NAVIGATION DATA (38) NAVIGATION CONTROL- NOT APPLI (111) PIER PROTECTION- (39) NAVIGATION VERTICAL CLEARANCE (116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR (40) NAVIGATION HORIZONTAL CLEARANCE SUFFICIENCY RATING = STATUS HEALTH INDEX PAINT CONDITION INDEX = 96.9 100.0 N/A ************* CLASSIFICATION ************* (112) NBIS BRIDGE LENGTH- YES (104) HIGHWAY SYSTEM- NOT ON NHS (26) FUNCTIONAL CLASS- MINOR ARTERIAL URBAN (100) DEFENSE HIGHWAY- NOT STRAHNET (101) PARALLEL STRUCTURE- NONE EXISTS (102) DIRECTION OF TRAFFIC- 2 WAY (103) TEMPORARY STRUCTURE- (105) FED. LANDS HWY- NOT APPLICABLE (110) DESIGNATED NATIONAL NETWORK - NOT ON NET (20) TOLL- ON FREE ROAD (21) MAINTAIN- CITY OR MUNICIPAL HIGHWAY AGENCY (22) OWNER- CITY OR MUNICIPAL HIGHWAY AGENCY (37) HISTORICAL SIGNIFICANCE- NOT ELIGIBLE **************** CONDITION *** (58) DECK (59) SUPERSTRUCTURE (60) SUBSTRUCTURE (61) CHANNEL & CHANNEL PROTECTION (62) CULVERTS CODE Y 0 16 0 N 2 0 0 3 04 04 5 CODE N N N 9 ********* LOAD RATING AND POSTING ********* CODE (31) DESIGN LOAD- MS-18 OR HS-20 5 (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 '.- PEDESTRIAN 5 a 5 !R STRUCTURE 00 600 TRUCK ADT 1 % 2 KM 4.2 M 9.3 M M RIGHT 0 . 0 M FRB 20.3 M 0.0 M ,DERS) 23.3 M JNTABLE 3 ! FLARED NO 99.99 M AR 11.6 M 99.00 M H/RR 0.00 M H/RR 0.0 M 0.0 M CABLE CODE N CODE 0.0 M LEAR 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 *************** INSPECTIONS *************** (90) INSPECTION DATE 01/08 (91) FREQUENCY 48 A CODE 8 3 N 8 8 0000 6 M 750 2015 MO (92) CRITICAL FEATURE INSPECTION: (93) CFI DATE A) FRACTURE CRIT DETAIL- NO MO A) B) UNDERWATER INSP- 0 MO B) C) OTHER SPECIAL INSP- 0 MO C) Printed on:Wednesday 02/27/2008 11:49 AM 57C0770/DSMI/12950