HomeMy WebLinkAbout57C0667R; San Marcos Creek; East Carlsbad Blvd; 2007-03-27Catfransf
DEPARTMENT OF TRANSPORTATION
Structure Maintenance & Investigations
Bridge Inspection Report
Bridge Number : 57C0667R
Facility Carried: EAST CARLSBAD BLVD
Location : 0.5 mile N/O La Costa Av
City : CARLSBAD
Inspection Date : 03/27/2007
Inspection Type
Routine FC Underwater Special Other" ~ n n n
STRUCTURE NAME: SAN MARCOS CREEK
CONSTRUCTION INFORMATION
Year Built : 1996
Year Widened: N/A
Length (m) : 63.4
Skew (degrees):
No. of Joints :
No. of Hinges :
Structure Description:6 span continuous CIP reinforced concrete slab supported by driven
PC/PS concrete piles at bents and by open end RC diaphragm abutments
on driven PC/PS concrete piles
Span Configuration : (S) 9.0m, 4 @ 11.4 m , 9.0 m (N)
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 N/A
Calculation Method:
Calculation Method:
LOAD FACTOR
LOAD FACTOR
Type 3S2 N/A Type 3-3 N/A
DESCRIPTION ON STRUCTURE
Deck X-Section: (W) 0.5 m br, 11.6 m, 0.5 m br, 2.7 m, 0.3 m picket railing (E)
Total Width: 15.7m Net Width:
Rail Description: Type 25 w/tubular hand rail
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: Natural defined sandy bay, rip
rap banks.
CONDITION TEXT
CONDITION OF STRUCTURE
11.6 m No. of Lanes: 2
Rail Code : 1111
The structure is in good condition.
ELEMENT INSPECTION RATINGS
F#Elem Element Description
101
101
101
101
101
101
101
101
101
38
204
215
226
256
302
321
333
336
Concrete Slab - Bare
P/S Cone Column or Pile
Extension
Reinforced Cone Abutment
P/S Cone Submerged Pile
Slope Protection
Compression Joint Seal
Reinforced Cone Approach Slab
w/ or w/o AC Ovly
Other Bridge Railing
Metal Railing (pipe or picket)
Env
4
4
4
4
4
4
. 4
4
4
Total
Qty
995
30
31
1
2
30
4
141
71
Units
sq.m.
ea.
m.
ea.
ea.
m.
ea.
m.
m.
Qty in each Condition State
St. 1 St. 2 St. 3 St. 4 St. 5
995
30
31
1
2
30
4
141
71
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
0
0
0
0
0
0
0
0
WORK RECOMMENDATIONS - NONE
Printed on:Thursday 05/03/2007 07:18 AM 57C0667R/AAAE/10836
Inspected By : M. Zaarour/ G. Zorapapel
rctyt; A or
Registered Civil Engineer
Printed on: Thursday 05/03/2007 07:18 AM 57C0667R/AAAE/10836
Page ot
STRUCTURE INVENTORY AND APPRAISAL REPORT
IDENTIFICATION
(1)
(8)
(5)
(2)
(3)
(6)
(7)
(9)
(11)
(12)
(13)
(16)
(17)
(98)
(99)
(43)
(44)
(45)
(46)
(107)
(108)
A)
B)
C)
(27)
(106)
(42)
(28)
(29)
(30)
(19)
(48)
(49)
(50)
(51)
(52)
(32)
(33)
(34)
(10)
(47)
(53)
(54)
(55)
(56)
STATE NAME- CALIFORNIA
STRUCTURE NUMBER
INVENTORY ROUTE(ON/UNDER)-
HIGHWAY AGENCY DISTRICT
ON
069
57C0667R
150000000
11
99.5
COUNTY CODE 073
FEATURE INTERSECTED-
FACILITY CARRIED-
LOCATION-
(4) PLACE CODE 11194
SAN MARCOS CREEK
EAST CARLSBAD BLVD
0.5 mile N/0 La Costa Ave
MILEPOINT/KILOMETERPOINT 0
BASE HIGHWAY NETWORK- NOT ON NET 0
LRS INVENTORY ROUTE & SUBROUTE
LATITUDE 33 DEG 05 MIN 16 SEC
LONGITUDE 117 DEG 18 MIN 46 SEC
BORDER BRIDGE STATE CODE % SHARE ' *
BORDER BRIDGE STRUCTURE NUMBER
STRUCTURE TYPE AND MATERIAL
CONCRETE CONT
CODE 201
CODE
CODE
CODE 0
CODE 0
CODE 0
STRUCTURE TYPE MAIN:MATERIAL-
TYPE- SLAB
STRUCTURE TYPE APPR : MATERIAL-
TYPE-
NUMBER OF SPANS IN MAIN UNIT
NUMBER OF APPROACH SPANS
DECK STRUCTURE TYPE- CIP CONCRETE
WEARING SURFACE / PROTECTIVE SYSTEM:
TYPE OF WEARING SURFACE- NONE
TYPE OF MEMBRANE- NONE
TYPE OF DECK PROTECTION- NONE-
,»****,*****,** AGE ANP SERVICE ***************
YEAR BUILT . 1996
YEAR RECONSTRUCTED 0000
TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY , 5
LANES:ON STRUCTURE 02 UNDER STRUCTURE 00
AVERAGE DAILY TRAFFIC 5000
YEAR OF ADT 1998 (109) TRUCK ADT 3 %
BYPASS, DETOUR LENGTH 2 KM
*************** GEOMETRIC DATA ****************
LENGTH OF MAXIMUM SPAN 11.4 M
STRUCTURE LENGTH 63.4 M
CURB OR SIDEWALK: LEFT 0.0 M RIGHT 0.0 M
BRIDGE ROADWAY WIDTH CURB TO CURB 11.6 M
DECK WIDTH OUT TO OUT 15.7 M
APPROACH ROADWAY WIDTH (W/SHOULDERS) 11.6 M
BRIDGE MEDIAN- NO MEDIAN °
SKEW 0 DEG (35) STRUCTURE FLARED NO
INVENTORY ROUTE MIN VERT CLEAR 99.99 M
INVENTORY ROUTE TOTAL HORIZ CLEAR 11.6 M
MIN VERT CLEAR OVER BRIDGE RDWY 99.99 M
MIN VERT UNDERCLEAR REF- NOT H/RR M
MIN LAT UNDERCLEAR RT REF- NOT H/RR 0.0 M
MIN LAT UNDERCLEAR LT 0 .0 M
*************** NAVIGATION DATA ***************
(38) NAVIGATION CONTROL- NO CONTROL CODE 0
(111) PIER PROTECTION- CODE
(39) NAVIGATION VERTICAL CLEARANCE ' 0.0 M
(116) VERT-LIFT BRIDGE NAV MIN VERT CLEAR 0.0 M
(40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
100.0
N/A
(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- 1 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) SUB S TRUCTURE
(61) CHANNEL & CHANNEL PROTECTION
(62) CULVERTS
CODE
Y
0
16
0
L
1
0
0
3
04
04
5
CODE
7
7
N
********* LOAD RATING AND POSTING ********* CODE
(31) DESIGN LOAD- MS-18+MOD OR HS-20+MOD 6
(63) OPERATING RATING METHOD- LOAD FACTOR 1
(64) OPERATING RATING- 54.0
(65) INVENTORY RATING METHOD- LOAD FACTOR 1
(66) INVENTORY RATING- 32.4
(70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
(41) STRUCTURE OPEN, POSTED OR CLOSED- A
DESCRIPTION- OPEN, NO RESTRICTION
CODE
(67)
(68)
(69)
(71)
(72)
(36)
(113)
(75)
(76)
(94)
(95)
(96)
(97)
(114)
(115)
(90)
(92)
A)
B)
C)
**************** APPRAISAL ***************
STRUCTURAL EVALUATION
DECK GEOMETRY
UNDERCLEARANCES, VERTICAL & HORIZONTAL
WATER ADEQUACY ' •
APPROACH ROADWAY ALIGNMENT
TRAFFIC SAFETY FEATURES
SCOUR CRITICAL BRIDGES
********** PROPOSED IMPROVEMENTS ********'
TYPE OF WORK- CODE
LENGTH OF STRUCTURE IMPROVEMENT
BRIDGE IMPROVEMENT COST
ROADWAY IMPROVEMENT COST
TOTAL PROJECT COST
YEAR OF IMPROVEMENT COST ESTIMATE
FUTURE ADT 6000
YEAR OF FUTURE ADT 2019
7
7
N
8
8
1111
M
*************** INSPECTIONS ***************
INSPECTION DATE 03/07 (91) FREQUENCY 24 MO
CRITICAL FEATURE INSPECTION: (93) CFI DATE
FRACTURE CRIT DETAIL- NO MO A)
UNDERWATER INSP- NO MO B)
OTHER SPECIAL INSP- NO MO C)
Printed on:Thursday 05/03/2007 07:18 AM 57C0667R/AAAE/10836