COMPLETED BOARD ORDER�"�+�69
Before the Board of Supervisors in and for the
County of Monterey, State of California
Introduce, waive the reading, and set August 24, 2010, at 10:30 a.m., to consider
adoption of an Ordinance amending the Monterey County Code, Title 12, Section
12.12.015, to establish a 5 m.p.h. speed limit for vehicles over 20 tons at Turner
Creek Bridge No. 536 State No. 44C-0163) and Mill Creek Bridge No. 540 State
No. 44C-0 164) on Palo Colorado Road, Big Sur Coastal area.
Upon motion of Supervisor Potter, seconded by Supervisor Armenta, and carried by those
members present, the Board hereby:
Introduced, waived the reading, and set August 24, 2010, at 10:30 a.m., to consider adoption of
an Ordinance amending the Monterey County Code, Title 12, Section 12.12.015, to establish a 5
m.p.h. speed limit for vehicles over 20 tons at Turner Creek Bridge No. 536 State No. 44C-
0163) and Mill Creek Bridge No. 540 State No. 44C-0164) on Palo Colorado Road, Big Sur
Coastal area.
PASSED AND ADOPTED this 27th day of July, 2010, by the following vote, to wit:
AYES: Supervisors Armenta, Calcagno, Salinas, Parker, Potter
NOES: None
ABSENT: None
I, Gail T. Borkowski, Clerk of the Board of Supervisors of the County of Monterey, State of California, hereby
certify that the foregoing is a true copy of an original order of said Board of Supervisors duly made and entered in
the minutes thereof of Minute Book 75 for the meeting on July 27, 2010.
Dated: July 29, 2010 Gail T. Borkowski, Clerk of the Board of Supervisors
County of Monterey, State of California
By. I /1
Deputy
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SIGNED BOARD REPORTX��"�-�MONTEREY COUNTY BOARD OF SUPERVISORS
MEETING: July 27, 2010 Consent
AGENDA NO.:
SUBJECT: Introduce, waive the reading, and set August 24, 2010, at 10:30 a.m., to consider
adoption of an ordinance amending the Monterey County Code, Title 12, Section
12.12.015, to establish a 5 m.p.h. speed limit for vehicles over 20 tons at Turner
Creek Bridge No. 536 State No. 44C-0163) and Mill Creek Bridge No. 540
State No. 44C-0 164) on Palo Colorado Road, Big Sur Coastal area.
DEPARTMENT: RMA Public Works
RECOMMENDATION:
It is recommended that the Board of Supervisors introduce, waive the reading, and set August 24,
2010, at 10:30 a.m., to consider adoption of an ordinance amending the Monterey County Code,
Title 12, Section 12.12.015, to establish a 5 m.p.h. speed limit for vehicles over 20 tons at Turner
Creek Bridge No. 536 State No. 44C-0163) and Mill Creek Bridge No. 540 State No. 44C-
0164) on Palo Colorado Road, Big Sur Coastal area.
SUMMARY/DISCUSSION:
In accordance with Title 23 of the Code of Federal Regulations Federal Highway Act) and the
National Bridge Inspection Standards NBIS), Caltrans Office of Structure Maintenance and
Investigations performed routine inspections for Turner Creek Bridge, County No. 536, and Mill
Creek Bridge, County No. 540, on Palo Colorado Road in the Big Sur Coastal area. These
bridges have been rated considering their deficiencies, structural adequacy, safe load carrying
capacity and overall general condition. Caltrans requests that these structures be posted for the
following speed restriction: 5 MPH ON BRIDGE FOR VEHICLES OVER 20 TONS. The
Department of Public Works will post notice of time and place of hearing at both bridges at least
5 days prior to the date fixed for the public hearing.
Palo Colorado Road is a narrow one-lane rural road that carries 730 vehicles per day. The road
primarily serves as an access for local residents in the Big Sur Coastal area. The bridges
crossing over Turner Creek and Mill Creek are 37 feet long and 23 feet wide and 64 feet long
and 25.6 feet wide respectively.
The bridges are temporarily posted by request of the State Bridge Maintenance Inspector for the
following speed restriction: 5 MPH ON BRIDGE FOR VEHICLES OVER 20 TONS. The
temporary postings are allowed under the California Vehicle Code, Section 35754.
OTHER AGENCY INVOLVEMENT:
The Caltrans Office of Structure Maintenance and Investigations has recommended the posting
for limited speed for vehicles over 20 tons on the subject bridges. County Counsel has approved
the ordinance as to form. The California Highway Patrol concurs with this recommendation.
FINANCING:
There is no financial impact to the General Fund. Traffic control devices are paid from the Road
Fund. The cost to install the necessary signing is estimated at $500. There are sufficient
appropriations available in the Road Fund Fund 002, Unit 8195) to finance this work.
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SIGNED BOARD REPORTX��"�-�Introduce Ordinance for Turner Creek Bridge and Mill Creek Bridge 5 MPH
July 27, 2010
Page 2
Prepared by:
Approved by:
Neal Thompson, P.E. 831) 755-4940 Yazdan T. Emrahi, P.E.
Traffic Engineer Director of Public Works
Dated: July 19, 2010
Attachments: Board Order; Ordinance; Location Map, Bridges Reports, proposed Hearing
Notice
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DRAFT ORDINANCEX��"�0�ORDINANCE NO.
AN ORDINANCE OF THE COUNTY OF MONTEREY, STATE OF CALIFORNIA,
AMENDING SECTION 12.12.015 OF THE MONTEREY COUNTY CODE RELATING
TO SPEED LIMITS ON COUNTY ROADS
County Counsel Summary
This ordinance establishes a 5 mph speed limit for vehicles exceeding a gross weight
of vehicle and load greater than 20 tons on Turner Creek Bridge No. 536 and Mill Creek
Bridge No. 540 on Palo Colorado Road in the Big Sur Coastal area.
The Board of Supervisors of the County of Monterey ordains as follows:
SECTION 1. Section 12.12.015 of the Monterey County Code is amended by adding to
that section the following bridges:
Turner Creek Bridge No. 536 State No. 44C-0163), five miles per hour for vehicles
exceeding a gross weight of vehicle and load greater than 20 tons.
Mill Creek Bridge No. 540 State No. 44C-0 164), five miles per hour for vehicles exceeding
a gross weight of vehicle and load greater than 20 tons.
SECTION 2. This ordinance shall become effective on the 31st day following its
adoption.
PASSED AND ADOPTED this day of 2010, by the following vote:
AYES: Supervisors
NOES:
ABSENT:
Chair, Monterey County Board of Supervisors
ATTEST:
GAIL T. BORKOWSKI
Clerk of the Board
Deputy
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BRIDGE REPORT - 2X��"�2�STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE & INVESTIGATIONS
1801 30th Street Sacramento, CA 93816 R E C E I V LED'
PHONE 916) 227-8631
FAX 916)227=8357
AN 19 101V
RESOURCE M.A.'v,"ta=ii n' G Z":\,
January 18, 2010 PU?L:'C WORKS ADMIN
Mr. Yazdan T Emrani
Director Of'Public Works
County of Monterey
168 W. Alisal Street, 2nd floor
Salinas, CA 93901
Dear Mr. Emrani:
ARNOLD SCH WARZENEGGER. Govcmor
Flex your power!
Be ener, effcienN
Bridge Number: 44C0163
Bridge Name: TURNER CREEK
In accordance with Title 23 of the Code of Federal Regulations Federal Highway Act) and the National
Bridge Inspection Standards NTBIS), Caltrans Structure Maintenance and Investigations performed a
Routine Inspection for the above noted bridge. This bridge has been rated considering its deficiencies,
structural adequacy, safe load carrying capacity and overall general condition.
Posting for limited speed is recommended for this structure. After you have reviewed the report,
please notify us within 30 days as to what action you propose to take with regard to the posting
permanent or temporary) or corrective maintenance.
Section 35754 of the California Vehicle Code extends authority to the County to temporarily post
restrictive weights on a bridge structure for periods not in excess of ninety 90) days. The most
commonly used authority for permanently posting a bridge structure exists in Section 35751. Specific
notification, public hearings and a signed posting order are among the requirements contained within that
Section.
If you wish to discuss these or other aspects of the bridge posting process, please call Tim Campbell
916) 227-8629 or Erol Kaslan 916) 227-8205.
5mArety, A
JPWD 1IAPW1) FIFM11I
KIN-J 0COCJOl713Q(o
CONS I.\I &I41 r- jV 4f,-hhg P
f I\:3ycl.: 72r--
1)I.SI(iN. ooci-
DIA IRA\SP:
PETE WHITFIELD N\l IRA!:
Office Chief C AP IIIM.I:
Structure Maintenance & Investigations Investigations North) 1 1
Enclosures
IM 11.1111a
AC I ION'\O 1 1 5
For NAME and/or ADDRESS CHANGES, please E-mail Pete_Whitfield@dot.ca.gov
Calnans improves mobility across California"
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BRIDGE REPORT - 2X��"�2�STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE & INVESTIGATIONS
180130th Street
Sacramento, CA 95816
PHONE 916) 227-8631
FAX 916) 227-8357
Bridge Report Transmittal Sheet
Flex your power!
Be energy efficient!
Batch 17749
Inspection Outstanding
Br. Number Bridge Name Date Type Work
44C0163 TURNER CREEK 10/28/2009 Routine/FC Y
Open/Posted/Closed 41): Posted For Speed, Etc Type 3 25 Tons per Vehicle
Posting 70): 5 At/Above Legal Loads
Type 3S2 36 Tons per Semi Trailer Combination
Speed: 5 MPH Type 3-3 40 Tons per Truck and Full Trailer
ARNOLD SCHWARZENEGGER, Govcwr
For NAME and/or ADDRESS CHANGES, please E-mail Pete_Whitfield@dot.ca.gov
Caltrans improves mobility across California"
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BRIDGE REPORT - 2X��"�2�Page 1 of 4
DEPARTMENT OF TRANSPORTATION Bridge Number 44CO163
AME& Structure Maintenance & Investigations Facility Carried: PALO COLORADO ROAD
Bridge Inspection Report
STRUCTURE NAME: TURNER CREEK
CONSTRUCTION INFORMATION
Location 5.2 MI SE SH 1
City
Inspection Date 10/28/2009
Inspection Type
Routine
PC
Underwater Special Other
X
Year Built 1954 Skew degrees): 0
Year Widened: N/A No. of Joints 0
Length m) 11.3 No. of Hinges 0
Structure Description: Single rolled steel girder span with a total of 4 girders in a two
2-girder configuration with rolled steel transverse floor stringers
supporting an open grid steel deck between Girders 1 and 2 and 3 and
4 the transverse floor stringers are discontinuous between the
center two closely spaced girders where a RC deck is present) on
rolled steel caps fully supported by four steel piles at both
abutments. PC/RC panels are in place behind the piles to retain the
approach fill. A timber log wingwall exists at Abutment 2 right.
Span Configuration 1 10.82 m
LOAD CAPACITY AND RATINGS
Design Live Load: OTHER OR UNI{NOWN
Inventory Rating: 13.3 metric tonnes Calculation Method: LOAD FACTOR
Operating Rating: 22.4 metric tonnes Calculation Method: LOAD FACTOR
Permit Rating XXXXX
Posting Load Type 3: Legal Type 3S2:Legal Type 3-3:Legal
DESCRIPTION ON STRUCTURE
Deck X-Section: 0.45 m cu, 6.9 in, 0.45 m cu
Total Width: 7.8 m Net Width: 6.9 m No. of Lanes: 2
Rail Description: MBGR w/steel angle posts
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE Rail Code 0000
Channel Description: V shaped channel with large boulders and light vegetation.
CONDITION TEXT
CONDITION OF STRUCTURE
The concrete panel lagging at Abutment 1 right is vertically exposed up to 0.6 m below
the bottom edge and horizontally undermined up the 0.2 m from the face for approximately
2 m in length. It appears that bank slumping, not scour, is the cause of this condition.
There was up to 0.2 m of flowing water in the channel during this inspection. Both the
abutments were dry. No underwater investigation was necessary.
PAINT CONDITION
This structure was repainted just prior to the 9/26/2007 Routine Inspection. The paint is
dirty and there is a build up of dirt on the bottom flanges of the steel girders.
FRACTURE CRITICAL INVESTIGATION
A Fracture Critical Inspection of this structure was conducted according to the attached
Printed on:Monday 12/28/2009 09:21 AM 44C0163/AAAF/17448
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CONDITION TEXT
fracture critical inspection plan dated 09/26/2007. The tension areas of the rolled steel
girders along with the Category E" weld details indicated on the fracture critical
inspection plan that were accessible with the use of a ladder were inspected. A portion
of the girder tension areas and the category E" weld details, including the girder
splices, near center span could not be inspected due to the height above the channel. The
uneven channel bottom also made the inspection difficult. No defect indications were
found in the members or details inspected.
SAFE LOAD CAPACITY
This structure was re-rated on 10/28/2009 using the Load Factor Method. According to the
new rating the inventory and operating ratings have changed from 17.2 metric tons and 29
metric tons to 13.3 metric tons and 22.4 metric tons. The permit rating has not changed
and is XXXXX.
According to the load rating analysis performed on 10/28/2009, this structure is adequate
for all combinations of legal loads without the addition of impact loading.
with the addition of impact loading the safe load capacity of this structure calculates
to be:
21 tons Type 3
33 tons Type 3S2
40 tons Type 3-3
The moment capacity of the steel girders controls the load capacity. The capacity of the
steel girders is based on a yield stress of 33 ksi due to the year constructed.
EXISTING POSTING
This structure is currently not posted.
RECOMMENDED POSTING
It is recommended that this structure be posted for the following speed restriction:
5 MPH ON BRIDGE FOR VEHICLES OVER 20 TONS
ENT INSPECTION RATINGS
#Elem Element Description Env Total Units Qty in each Condition State
Qty St. 1 St. 2 St. 3 St. 4 St. 5
101 12 Concrete Deck Bare 2 11 sq.m. 11 0 0 0 0
101 28 Steel Deck Open Grid 2 63 sq.m. 63 0 0 0 0
101 107 Painted Steel Open Girder/Beam 2 44 M. 44 0 0 0 0
101 152 Painted Steel Floor Beam 2 132 M. 132 0 0 0 0
101 202 Painted Steel Column or Pile 2 8 ea. 8 0 0 0 0
101 Extension
217 Other Material Abutment
2
16 M. 16
0
0
0
101 231 Painted Steel Cap 2 14 M. 14 0 0 0 0
101 330 Metal Bridge Railing coated 2 26 M. 26 0 0 0
or uncoated
WORK RECOMMENDATIONS
Printed on.-Monday 12/28/2009 09:21 AM 44C0163/AAAF/17448
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MILL-U012
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BRIDGE REPORT - 2X��"�2�WORK RECOMMENDATIONS
RecDate: 1-0/28/2009
Action Sub-Misc.
Work By: LOCAL AGENCY
Status PROPOSED
Pace 3 of 4
EstCost: $ Place slope protection adjacent to the
StrTarget: 2 YEARS undermied concrete parel lagging at
DistTarget: Abutment i right.
EA:
Printed on: Monday i2/28/2009 09:21 AM 44C0163/AAAF/=7448
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BRIDGE REPORT - 2X��"�2�STRUCTURE INVENTORY AND APPRAISAL REPORT
xrrr sr+xxrxrrrxr IDENTIFICATION a+rar******rr�
1) STATE NAME- CALIFORNIA 069
8) STRUCTURE NUMBER 44C0163
5) INVENTORY ROUTE(ON/UNDER)- ON 140000000
2) HIGHWAY AGENCY DISTRICT 05
3) COUNTY CODE 053 4) PLACE CODE 00000
6) FEATURE INTERSECTED- TURNER CREEK
7) FACILITY CARRIED- PALO COLORADO ROAD
9) LOCATION- 5.2 MI SE SH 1
11) MILEPOINT/XILOMETERPOINT 0
12) BASE HIGHWAY NETWORK- NOT ON NET 0
13) LRS INVENTORY ROUTE & SUBROUTE 00
16) LATITUDE 36 DEG 22 MIN 22 SEC
17) LONGITUDE 121 DEG 50 MIN 13 SEC
X98) BORDER BRIDGE STATE CODE t SHARE
99) BORDER BRIDGE STRUCTURE NUMBER
******** STRUCTURE TYPE AND MATERIAL *********
43) STRUCTURE TYPE MAIN:MATERIAL- STEEL
TYPE- STRINGER/MULTI-BEAM OR GDR CODE 302
44) STRUCTURE TYPE APPR:MATERIAL- OTHER/NA
TYPE- OTHER/NA CODE 000
45) NUMBER OF SPANS IN MAIN UNIT 1
46) NUMBER OF APPROACH SPANS 0
107) DECK STRUCTURE TYPE- OPEN GRATING CODE 3
108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE CODE 0
B) TYPE OF MEMBRANE- NONE CODE 0
C) TYPE OF DECK PROTECTION- NONE CODE 0
****rr***rr*rr* AGE AND SERVICE ******:+wrrxr rr
27) YEAR BUILT 1954
106) YEAR RECONSTRUCTED 0000
42) TYPE OF SERVICE: ON- HIGHWAY 1
UNDER- WATERWAY 5
28) LANES: ON STRUCTURE 02 UNDER STRUCTURE 00
29) AVERAGE DAILY TRAFFIC 700
30) YEAR OF ADT 2005 109) TRUCK ADT 2 %-
19) BYPASS, DETOUR LENGTH 199 KM
rrrx+:xrrarx GEOMETRIC DATA rrraaw*** ***
48) LENGTH OF MAXIMUM SPAN 11.0 M
49) STRUCTURE LENGTH 11.3 M
50) CURB OR SIDEWALK: LEFT 0.5 M RIGHT 0.5 M
51) BRIDGE ROADWAY WIDTH CURB TO CURB 6.9 M
52) DECK WIDTH OUT TO OUT 7.8 M
32) APPROACH ROADWAY WIDTH W/SHOULDERS) 4.6 M
33) BRIDGE MEDIAN- NO MEDIAN 0
34) SKEW 0 DEG 35) STRUCTURE FLARED NO
10) INVENTORY ROUTE MIN VERT CLEAR 99.99 M
47) INVENTORY ROUTE TOTAL HORIZ CLEAR 6.9 M
53) MIN VERT CLEAR OVER BRIDGE RDWY 99.99 M
54) MIN VERT UNDERCLEAR REF- NOT H/RR 0.00 M
55) MIN LAT UNDERCLEAR RT REF- NOT H/RR 0.0 M
56) MIN LAT UNDBRCLEAR LT 0.0 M
rrrrr+rr +rr NAVIGATION DATA *rrrrxrrrrx�ra
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 M
40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
Page 4 of 4
r.�rxr.+a+.w.�+r rar+a.r~+.�w rr+:r+��wrrr++xr+rr
SUFFICIENCY RATING 39.5
STATUS
HEALTH INDEX 100.0
PAINT CONDITION INDEX 100.0
xw�xwr++++w++ CLASSIFICATION +++x++******+ CODE
112) NBIS BRIDGE LENGTH- YES Y
104) HIGHWAY SYSTEM- NOT ON NHS 0
26) FUNCTIONAL CLASS- LOCAL RURAL 09
100) DEFENSE HIGHWAY- NOT STRAHNET 0
101) PARALLEL STRUCTURE- NONE EXISTS N
102) DIRECTION OF TRAFFIC- 2 WAY 2
103) TEMPORARY STRUCTURE-
105) FED.LANDS MY- NOT APPLICABLE 0
110) DESIGNATED NATIONAL NETWORK t' 0T C-S NET
C
20) TOLL- ON FREE ROAD 3
21) MAINTAIN- COUNTY HIGHWAY AGENCY 02
22) OWNER- COUNTY HIGHWAY AGENCY 02
37) HISTORICAL SIGNIFICANCE- NOT ELIGIBLE 5
xxr.rxrraa��rxra CONDITION arr wrr+++******a CODE
58) DECK 7
59) SUPERSTRUCTURE 7
60) SUBSTRUCTURE 8
61) CHANNEL 4 CHANNEL PROTECTION 9
62) CULVERTS N
www aaa+rx LOAD RATING AND POSTING ********* CODE
31) DESIGN LOAD- OTHER OR UNKNOWN 0
63) OPERATING RATING METHOD- LOAD FACTOR 1
64) OPERATING RATING- 22.4
65) INVENTORY RATING METHOD- LOAD FACTOR 1
66) INVENTORY RATING- 13.3
70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS 5
41) STRUCTURE OPEN, POSTED OR CLOSED-
DESCRIPTION- POSTED FOR SPEED. ETC.
+ r wrwrrrwrrxxxxa APPRAISAL ************arra
67) STRUCTURAL EVALUATION
68) DECK GEOMETRY
69) UNDERCLEARANCES, VERTICAL 0. HORIZONTAL
71) WATER ADEQUACY
R
CODE
4
4
N
5
72) APPROACH ROADWAY ALIGNMENT 4
36) TRAFFIC SAFETY FEATURES 0000
113) SCOUR CRITICAL BRIDGES 5
wwa:rrw+a PROPOSED IMPROVEMENTS **********
75) TYPE OF WORK- MISC STRUCTURAL WORK CODE 38
76) LENGTH OF STRUCTURE IMPROVEMENT 11.3 M
94) BRIDGE IMPROVEMENT COST $106,000
95) ROADWAY IMPROVEMENT COST $11,000
96) TOTAL PROJECT COST $159,000
97) YEAR OF IMPROVEMENT COST ESTIMATE 1999
114) FUTURE ADT 824
115) YEAR OF FUTURE ADT 2029
xar+xwwrwwxxxr+ INSPECTIONS r+xara*******xr
90) INSPECTION DATE 10/09 91) FREQUENCY 24 MO
92) CRITICAL FEATURE INSPECTION: 93) CFI DATE
A) FRACTURE CRIT DETAIL- YES 24 MO A) 10/09
B) UNDERWATER INSP- NO MO B)
C) OTHER SPECIAL INSP- NO MO C)
Printed on: Monday 12/28/2009 09:21 AM 44C0163/AAAF/17448
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BRIDGE REPORT - 2X��"�2�5.2 MI SESHI
TURNER CREEK
10/28/2009 AAAF]
116- PHOTOSUB SCOUR/EROSION 2009_10_28_19-52-09)
44C0163
Embankment erosion at Abutment I
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BRIDGE REPORT - 2X��"�2�STATE- OF.CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE & INVEST]
180130th Street R GEIVED
Sacramento, CA 95816
PHONE 916) 227-8631
FAX 916) 227-8357 JAN 19 2010
RESOURCE MANAGEMENT AGENCY
PUBLIC WORKS ADMIN
ARNOLD SCHWARZENEGGER, Governor
Flex your power!
Be energy efficient!
January 18, 2010 Bridge Number: 44C0164 No, S 4O
Bridge Name: MILL CREEK
Mr. Yazdan T Emrani
Director Of Public Works
County of Monterey
168 W. Alisal Street, 2nd floor
Salinas, CA 93901
Dear Mr. Emrani:
In accordance with Title 23 of the Code of Federal Regulations Federal Highway Act) and the National
Bridge Inspection Standards NBIS), Caltrans Structure Maintenance and Investigations performed a
Routine Inspection for the above noted bridge. This bridge has been rated considering its deficiencies,
structural adequacy, safe load carrying capacity and overall general condition.
Posting for limited speed is recommended for this structure. After you have reviewed the report,
please notify us within 30 days as to what action you propose to take with regard to the posting
permanent or temporary) or corrective maintenance.
Section 35754 of the California Vehicle Code extends authority to the County to temporarily post
restrictive weights on a bridge structure for periods not in excess of ninety 90) days. The most
commonly used authority for permanently posting a bridge structure exists in Section 35751. Specific
notification, public hearings and a signed posting order are among the requirements contained within that
Section.
If you wish to discuss these or other aspects of the bridge posting process. please call Tim Campbell
916) 227-8629 or Erol Kaslan 916) 227-8205.
PETE WHITFIEL
Office Chief
Structure Maintenance & Investigations Investigations North)
Enclosures
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BRIDGE REPORT - 2X��"�2 �STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE & INVESTIGATIONS
1801 30th Street
Sacramento, CA 95816
PHONE 916) 227-8631
FAX 916) 227-8357
Inspection Type Definitions
Flex your power!
Be energy efficient!
Routine Inspection:
Routine Inspections consist of both the initial Inventory Inspection the first inspection of the bridge
that places it in the bridge inventory or when there has been a change in the configuration of the
structure) and subsequent regularly scheduled inspections. The initial inspection provides all the
Structural Inventory & Appraisal SI&A) data required by federal and state regulations, determines the
baseline structural conditions, lists any existing problems, and establishes the load capacity of the
structure. Subsequent inspections consist of observations, measurements needed to determine the
physical and functional condition of the bridge, to identify any changes from the previously recorded
conditions, and verification of its load capacity. These inspections are generally conducted from the
deck, ground and/or water level, and from permanent work platforms and walkways, if present.
Inspection of underwater portions of the substructure is limited to observations during low-flow
periods and/or probing for signs of undermining. Special equipment should be utilized in circumstances
where its use provides the only practical access to areas of the structure.
Fracture Critical, Special Feature & Underwater Inspections:
Fracture Critical, Special Feature, and Underwater Inspections are up close, hands-on inspections of
one or more members above or below the water level to identify any deficiencies not readily detectable
using Routine Inspection procedures. These inspections generally require special equipment such as
under-bridge inspection equipment, manlifts, boats, traffic control, and railroad flagging. Personnel
with special skills such as divers or structural steel inspectors trained in non-destructive testing
techniques may be required.
Other Inspections:
Other Inspections are conducted on damaged structures, structures that have developed specific
problems, or structures suspected of developing problems. The scope of these investigations should be
sufficient to determine the need for emergency load restrictions or closure of the structure, monitor a
changing condition, and to access the level of effort necessary to effect a repair.
ARNOLD SCHWARZENEGGER, Governor
For NAME and/or ADDRESS CHANGES, please E-mail Pete_Whitfield@dot.ca.gov
Calaarrs inwroves mobility across Calilornio"
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BRIDGE REPORT - 2X��"�2
�DEPARTMENT OF TRANSPORTATION
Structure & investigations
rxbfb&WW
Bridge Inspection Report
STRUCTURE NAME: MILL CREEK
CONSTRUCTION INFORMATION
Yage 1 OX 4
Bridge Number 44C0164
Facility Carried: PALO COLORADO ROAD
Location 6.9 MI SE SH 1
City
Inspection Date 10/28/2009
Inspection Type
Routine
PC Underwater Special Other
Q
Year Built 1954 Skew degrees): 0
Year widened: N/A No. of Joints 0
Length m) 19.5 No. of Hinges 0
Structure Description: Span 1
supported
stringers
Two continuous rolled steel girders right girder is fully
on a concrete wall) with rolled steel transverse floor
supporting an open grid steel deck. On a rolled steel cap
fully supported by two steel piles at Abutment 1 and a RC pier wall
at Pier 2. PC/RC panels are in place behind the piles at Abutment 1
to retain the approach fill.
Span 2 Rolled steel girder span with a total of 4 girders
Girders 1 and 2 are continuous from Span 1) in a two 2-girder
configuration with rolled steel transverse floor stringers
supporting an open grid steel deck between Girders 1 and 2 and 3 and
4 the transverse floor stringers are discontinuous between the
center two closely spaced girders where a RC deck is present) on a
partial RC pier wall and RC abutment at Pier 2 and a RC abutment at
Abutment 3. The RC abutment and pier encapsulates original steel
caps and steel piles.
Span Configuration West Side: 1 8.08 m, 2 10.82 m
East Side: 1 11.13 m
LOAD CAPACITY AND RATINGS
Design Live Load: OTHER OR UNKNOWN
Inventory Rating: 13.6 metric tonnes Calculation Method: LOAD FACTOR
Operating Rating: 22.7 metric tonnes Calculation Method: LOAD FACTOR
Permit Rating XXXXX
Posting Load Type 3: Legal Type 3S2: Legal Type 3-3:Legal
DESCRIPTION ON STRUCTURE
Deck X-Section: 0.45 m Cu, 6.9 m, 0.45 m cu
Total Width: 7.8 m Net Width: 6.9 m No. of Lanes: 2
Rail Description: MBGR w/steel angle posts Rail Code 0000
Min. Vertical Clearance: Unimpaired
DESCRIPTION UNDER STRUCTURE
Channel Description: There is no channel in Span 1. Span 2 is a V shaped channel with silt
banks.
CONDITION TEXT
CONDITION OF STRUCTURE
There was up to 0.1 m of flowing water in the channel in Span 2 during this inspection.
Both the abutments and Pier 2 were dry. No underwater investigation was necessary.
PAINT CONDITION
Printed on. Monday 12/26/2009 09:35 AM 44C0164/AAAF/17448
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BRIDGE REPORT - 2X��"�2
�STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY
DEPARTMENT OF TRANSPORTATION
DIVISION OF MAINTENANCE
STRUCTURE MAINTENANCE & INVESTIGATIONS
1801 30th Street
Sacramento, CA 95816
PHONE 916) 227-8631
FAX 916) 227-8357
Bridge Report Transmittal Sheet
Flex your power!
Be energy efficient!
Batch 17750
Inspection Outstanding
Br. Number Bridle Name Date Type Work
44C0164 MILL CREEK 10/28/2009 Routine/FC N
Open/Posted/Closed 41): Posted For Speed, Etc
Type 3 25 Tons per Vehicle
Posting 70): 5 At/Above Legal Loads
Type 3S2 36 Tons per Semi Trailer Combination
Speed: 5 MPH
Type 3-3 40 Tons per Truck and Full Trailer
ARNOLD SCHWARZENEGGER, Governor
For NAME and/or ADDRESS CHANGES, please E-mail Pete_Whitfield@dot.ca.gov
Caimans improves mobility across California"
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BRIDGE REPORT - 2X��"�2
�Page 2 of 4
CONDITION TEXT
This structure was repainted just prior to the 9/26/2007 Routine Inspection. The paint is
dirty and there is a build up of dirt on the bottom flanges of the steel girders.
FRACTURE CRITICAL INVESTIGATION
A Fracture Critical Inspection of this structure was conducted according to the attached
fracture critical inspection plan dated 09/26/2007. The tension areas of the rolled steel
girders along with the Category E" weld details indicated on the fracture critical
inspection plan that were accessible with the use of a ladder were inspected. A portion
of the girder tension areas and the category E" weld details, including the girder
splices, near the center of Span 2 could not be inspected due to the height above the
channel. The uneven and soft channel bottom in Span 2 also made the inspection difficult.
No defect indications were found in the members or details inspected.
SAFE LOAD CAPACITY
This structure was re-rated on 10/28/2009 using the Load Factor Method. According to the
new rating the inventory and operating ratings have changed from 16.3 metric tons and
26.3 metric tons to 13.6 metric tons and 22.7 metric tons. The permit rating has not
changed and is XXXXX.
According to the load rating analysis performed on 10/28/2009, this structure is adequate
for all combinations of legal loads without the addition of impact loading.
With the addition of impact loading the safe load capacity of this structure calculates
to be:
22 tons Type 3
33 tons Type 3S2
40 tons Type 3-3
The moment capacity of the steel girders controls the load capacity. The capacity of the
steel girders is based on a yield stress of 33 ksi due to the year constructed.
EXISTING POSTING
This structure is currently not posted.
RECOMMENDED POSTING
It is recommended that this structure be posted for the following speed restriction:
S N.PH ON BRIDGE FOR VENICLES OVER 20 TONS
ELEMENT INSPECTION RATINGS
#Elem Element Description Env Total Units Qtv in each Condition State
rty St. St. 2 St. 3 St. 4 Sc. 5
201 12 Concrete Deck Bare 2 11 sq.m. ii 0 0 0 0
101 28 Steel Deck Ooen Grid 2 94 sc.r. 94 0
1 307 Painted Steel Open Girder/Beam 2 63 63 C.
i0_ 152 Painted Steel loo_ Beam 2 86 rl. 86 c C 0
101 02 Painted Steel Colurn Pile 2 2 ea. 2 C C
Extension
101 210 Reinforced Conc Pier Wall 2 7 M. 7 C 0 0 0
101 215 Reinforced Conc Abutment 2 7 M. 7 0 0 0 0
101 217 Other Material Abutment 2 3 M. 3 0 0 0 0
Printed on: Monday 12/29/2009 09:35 AM 44C0164/APAF/17448
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BRIDGE REPORT - 2X��"�2
�rage
3 or 4
#Elem Element Description Env Total Units Qty in each Condition State
Qty St. I St. 2 St. 3 St. 4 St. S
101 225 Unpainted Steel Submerged Pile 2 1 ea. 1 0 0 0 0
101 231 Painted Steel Cap 2 3 M. 3 0 0 0 0
101 330 Metal Bridge Railing coated 2 32 M. 32 0 0 0 0
or uncoated
WORK RECOMMENDATIONS NONE
Inspected By T.Campbell
R istered Civil Engineer
Printed on:Morday l2/28/2009 09:35 AM 44CD164/AAAF/17448
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BRIDGE REPORT - 2X��"�2�STRUCTURE INVENTORY AND APPRAISAL REPORT
******'*******�* IDENTIFICATION ***************
1) STATE NAME- CALIFORNIA
8) STRUCTURE NUMBER
5) INVENTORY ROUTE(ON/UNDER)-
2) HIGHWAY AGENCY DISTRICT
3) COUNTY CODE 053
6) FEATURE INTERSECTED-
7) FACILITY CARRIED-
9) LOCATION-
11)
12)
13)
16)
17)
98)
99)
069
44CO164
ON 140000000
05
PLACE CODE 00000
MILL CREEK
PALO COLORADO ROAD
4)
MILEPOINT/KILOMETERPOINT
BASE HIGHWAY NETWORK- NOT
LRS INVENTORY ROUTE
LATITUDE
LONGITUDE
BORDER BRIDGE STATE
ON NET
& SUBROUTE
36 DEG
121 DEG 49 MIN
CODE % SHARE
BORDER BRIDGE STRUCTURE NUMBER
19 SEC
******* STRUCTURE TYPE AND MATERIAL *********
43) STRUCTURE TYPE MAIN-MATERIAL- STEEL
TYPE- STRINGER/MULTI-BEAM OR GDR CODE 302
44) STRUCTURE TYPE APPR:MATERIAL- OTHER/NA
TYPE- OTHER/NA CODE OOC
45) NUMBER OF SPANS IN MAIN UNIT 2
46) NUMBER OF APPROACH SPANS 0
107) DECK STRUCTURE TYPE- OPEN GRATING CODE 3
108) WEARING SURFACE / PROTECTIVE SYSTEM:
A) TYPE OF WEARING SURFACE- NONE
CODE 0
B) TYPE OF MEMBRANE- NONE CODE C
C) TYPE OF DECK PROTECTION- NONE CODE 0
*'***'***� AGE AND SERVICE ***************
27) YEAR BUILT 1954
106) YEAR RECONSTRUCTED 0000
42) TYPE OF SERVICE: ON- HIGHWAY I
UNDER- WATERWAY 5
26) LANES: ON STRUCTURE 02 UNDER STRUCTURE 0C
29) AVERAGE DAILY TRAFFIC 700
33) YEAR OF ADT 989 109) TRUCK ADT 2 %
19) BYPASS, DETOUR LENGTH 199 KM
*....... GEOMETRIC DATA. *.......
48) LENGTH OF MAXIMUM SPAN 11.0 M
49) STRUCTURE LENGTH 19.5 M
50) CURB OR SIDEWALK: LEFT 0.5 M RIGHT 0.5 M
51) BRIDGE ROADWAY WIDT=. CURB TO CURB E.9 M
52) DECK WIDTH OUT TO OJT 7.6 M
32) APPROACH ROADWAY WIDTH K/SHODLDERS) 4.6 M
33) BRIDGE MEDIAN- NO MEDIAN 0
34) SKEW C DEG 35) STRUCTURE FLARED YES
10) INVENTORY ROUTE MIN VERT CLEAR 95.99 M
97) INVENTORY ROUTE- CRAB 4O I2 CLEAR 6.9 V.
53) MIN VERT CLEAR OVER BRIDGE RDWY 99.99 M:
54) MIN VERT UNDERCLEAR REF- NOT H/RR C.00 M
55) MIN EAT UNDERCLEAR RT REF- NOT H/RR 0-0 F.
56) MIN LAT UNDERCLEAR LT 0.0 M
NAVIGATION DATA ****......... **
36) NAVIGATION CONTROL- NC CONTROL CODE C
11_) PIER PROTECTION- CODE
39) NAVIGATION VERTICAL CLEARANCE 0.0 F.
16) VERT-LIFT BRIDGE NAV MIN VERT CLEAR M
40) NAVIGATION HORIZONTAL CLEARANCE 0.0 M
rage 4 Or 4
*.....
SUFFICIENCY RATING 41.8
STATUS
HEALTH INDEX
PAINT CONDITION INDEX
100.0
10D.0
*�'*'***" CLASSIFICATION ************* CODE
112) NBIS BRIDGE LENGTH- YES Y
104) HIGHWAY SYSTEM- NOT ON NHS 0
26) FUNCTIONAL CLASS- LOCAL RURAL 09
100) DEFENSE HIGHWAY- NOT STRAHNET 0
101) PARALLEL STRUCTURE- NONE EXISTS N
102) DIRECTION OF TRAFFIC- 2 NAY 2
103) TEMPORARY STRUCTURE-
105) FED.LANDS HWY- NOT APPLICABLE 0
110) DESIGNATED NATIONAS, NETWORK NOT ON NET 0
20) TOLL- ON FREE ROAD 3
21) MAINTAIN- COUNTY HIGHWAY AGENCY 02
22) OWNER- COUNTY HIGHWAY AGENCY 02
37) HISTORICAL SIGNIFICANCE- NOT ELIGIBLE 5
*'***" ***** CONDITION **************** CODE
58) DECK 7
59) SUPERSTRUCTURE 7
60) SUBSTRUCTURE 7
E1) CHANNEL & CHANNEL PROTECTION 9
62) CULVERTS N
******'*' LOAD RATING AND POSTING ********� CODE
31) DESIGN LOAD- OTHER OR UNKNOWN 0
63) OPERATING RATING METHOD- LOAD FACTOR 1
64) OPERATING RATING- 22.7
65) INVENTORY RATING METHOD- LOAD FACTOR 1
6E) INVENTORY RATING- 13.6
70) BRIDGE POSTING- EQUAL TO OR ABOVE LEGAL LOADS S
41) STRUCTURE OPEN, POSTED OR CLOSED- R
DESCRIPTION- POSTED FOR SPEED, ETC.
**'********* APPRAISAL *^^���^^* CODE
67) STRUCTURAL EVALUATION
i66) DECK GEOMETRY 4
69) UNDERCLEARANCES. VERTICAL & HORIZONTAL N
71) WATER ADEQUACY 6
72) APPROACH ROADWAY ALIGNMENT 4
36) TRAFFIC SAFETY FEATURES 3000
13) SCOUR CRITICAL BRIDGES
U
***'�**** PROPOSED IMPROVE(19FNTS **********
75) TYPE OF WORK- MISC STRUCTURAL WORK CODE 36
i76) LENG:-( OF STRUCTURE IMPROVEMENT 9.5 M
94) BRIDGE IMPROVEMENT COST $183,000
95) ROADWAY IMPRCVEMENT COST $18,000
96) TOTAL PROJECT COST $274,000
97) YEAR OF IMPROVEMENT COST ESTIMATE 1999
114) FUTURE ADT 638
115) YEAR OF FUTURE LJT 2029
INSPECTIONS ***************
90) INSPECTION DATE 1C/09 91) FREQUENCY 24 MO
52) CRITICAL FEATURE INSPECTION: 93) CFI DATE
A) FRACTURE CRIT DETAIL- YES 24 MC A) 1C/09
B) UNDERWATER INSP- NO MO S)
C) OVER SPECIAL INS?- NO MD C)
Printed on;Monday 12/28/2009 09:35 AN 44C0164/AAAF/17448
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LOCATION MAP - (2)X��"�A�LOCATION MAP
TURNER CREEK BRIDGE NO. 536,
STATE NO. 44C-0163)
AND MILL CREEK BRIDGE NO. 540, STATE NO.44C-0164)
tN OdI
THE CALIFORNIA 1%
SEA OTTER
STATE GAME OFF' UGEvae: Sw
PALO COLORAIX) ROAD
BIG SUR COASTAL AREA
URNER
RF,EK
Faaitli0YIT0
l23
BRIDGE NO.
cicld rni6it
MILL. CRF EK
RIDGE NO.
540 44C-0164)
POSTI
SUMMIT
NOt
PFEIFFER
61G SUR
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NOTICE|�X��"�C�NOTICE
NOTICE OF HEARING
TO ESTABLISH SPEED LIMITS
FOR VEHICLES OVER 20 TONS
Mill Creek
State Bridge No: 44C-0164
County No: 540
Date: August 10, 2010
Notice is hereby given that:
At: 10:30 A.M.
On: August 24, 2010
Location: Government Center
Board of Supervisor's Chamber
168 West Alisal Street
Salinas, CA 93901
A hearing will be held to establish an ordinance for a 5 m.p.h. speed
limit for vehicles over 20 tons on Palo Colorado Road over Mill Creek
Bridge, County No. 540, and State No. 44C-0164, in the Big Sur Coastal
area based on an engineering investigation of this structure by Caltrans
Structure Maintenance and Investigations. Other evidence will be heard
to determine and declare said ordinance for this bridge.
Yazdan T. Emrani, P.E.
Director of Public Works
Arturo A. Adlawan, P.E.
Senior Civil Engineer
Engineering Section
Notice posted: at A.M.
P.M.
By:
Title:
Monterey County RMA/Public Works
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LIMIT-U012
VEHICLES-U012
OVER-U012
20-U012
TONS-U012
AT-U012
TURNER-U012
CREEK-U012
BRIDGE-U012
NO.-U012
536-U012
STATE-U012
NO.-U012
44C-0163)-U012
MILL-U012
CREEK-U012
BRIDGE-U012
NO.-U012
540-U012
STATE-U012
NO.-U012
44C-0164)-U012
ON-U012
PALO-U012
COLORADO-U012
ROAD,-U012
BIG-U012
SUR-U012
COASTAL-U012
AREA.-U012
NOTICE|�X��"�C�NOTICE
NOTICE OF HEARING
TO ESTABLISH SPEED LIMITS
FOR VEHICLES OVER 20 TONS
Mill Creek
State Bridge No: 44C-0164
County No: 540
Date: June 3, 2010
Notice is hereby given that:
At: 10:30 A.M.
On: July 13, 2010
Location: Government Center
Board of Supervisor's Chamber
168 West Alisal Street
Salinas, CA 93901
A hearing will be held to establish an ordinance for a 5 m.p.h. speed
limit for vehicles over 20 tons on Palo Colorado Road over Mill Creek
Bridge, County No. 540, and State No. 44C-0164, in the Big Sur Coastal
area based on an engineering investigation of this structure by Caltrans
Structure Maintenance and Investigations. Other evidence will be heard
to determine and declare said ordinance for this bridge.
Yazzdan T.Emrani, P.E.
Director of Public Works
Arturo A. Adlawan, P.E.
Senior Civil Engineer
Engineering Section
Notice posted: at A.M.
P.M.
By:
Title:
Monterey County RMA/Public Works
BIB]
40394-U01
NOTICE-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89582-U03
AS89589-U03
AI93730-U03
DO94080-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15357-U05
2-U06
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300-PUBLIC-U08
WORKS-U08
PENA-U09
RUBY-U09
PENAR-U10
7/19/2010-U011
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TITLE-U012
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NO.-U012
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MILL-U012
CREEK-U012
BRIDGE-U012
NO.-U012
540-U012
STATE-U012
NO.-U012
44C-0164)-U012
ON-U012
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COLORADO-U012
ROAD,-U012
BIG-U012
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COASTAL-U012
AREA.-U012
NOTICE|�X��"�C�NOTICE
NOTICE OF HEARING
TO ESTABLISH SPEED LIMITS
FOR VEHICLES OVER 20 TONS
Turner Creek
State Bridge No: 44C-0163
County No: 536
Date: August 10, 2010
Notice is hereby given that:
At: 10:30 A.M.
On: August 24, 2010
Location: Government Center
Board of Supervisor's Chamber
168 West Alisal Street
Salinas, CA 93901
A hearing will be held to establish an ordinance for a 5 m.p.h. speed
limit for vehicles over 20 tons on Palo Colorado Road over Turner
Creek Bridge, County No. 536, and State No. 44C-0163, in the Big Sur
Coastal area based on an engineering investigation of this structure by
Caltrans Structure Maintenance and Investigations. Other evidence will
be heard to determine and declare said ordinance for this bridge.
Yazdan T. Emrani, P.E.
Director of Public Works
Arturo A. Adlawan, P.E:
Senior Civil Engineer
Engineering Section
Notice posted: at A.M.
P.M.
By:
Title:
Monterey County RMA/Public Works
BIB]
40394-U01
NOTICE-U02
LI21329-U03
FO21330-U03
FO85769-U03
FO89518-U03
MG89556-U03
AS89582-U03
AS89589-U03
AI93730-U03
DO94080-U03
C1-U03
GENERAL-U03
DOCUMENTS-U03
8/4/2010-U04
RIVASR-U04
15357-U05
2-U06
INTRODUCE,-U07
WAIVE-U07
READING,-U07
SET-U07
AUGUST-U07
24,-U07
2010,-U07
AT-U07
10:30-U07
A.M.,-U07
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CONSIDER-U07
ADOPTION-U07
OF-U07
AN-U07
ORDINANCE-U07
AMENDING-U07
300-PUBLIC-U08
WORKS-U08
PENA-U09
RUBY-U09
PENAR-U10
7/19/2010-U011
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COUNTY-U012
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TITLE-U012
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CREEK-U012
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NO.-U012
540-U012
STATE-U012
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