Conclusions of Law
1. The assigned Commissioner's determination to defer resolution of revisions to the formulas used to prioritize projects in this proceeding should be affirmed.
2. The presiding officer's resolution of disputed adjudicative facts should be affirmed.
3. The revised Priority List, attached as Appendix C, should be established as the list of projects most urgently needed to receive Grade Separation Program funds for the fiscal year July 1, 2000 to June 30, 2001 (Year 1).
4. The Staff should be ordered to revise the Priority List for Year 1 established in this proceeding based upon revisions submitted by Caltrans during the fiscal year July 1, 2001 to June 30, 2002 to establish the Priority List for Year 2.
5. The ranking criteria established in past Grade Separation Program proceedings for consideration of projects with the same priority index number, and projects of otherwise equal priority where the city or county contributes 50% of the cost should be applied to the Priority List for Year 2.
6. The Staff should be ordered to convene a workshop after 60 days notice to all cities, counties, and known interested parties to discuss the proposals presented in this proceeding to revise the formulas by which the Commission ranks projects for the Priority List in proceedings such as this. Staff should be ordered to provide a written report on the outcome of the workshop in time to include this report in the order instituting the next Grade Separation Program proceeding for 2002-2003.
7. The order in this proceeding should be effective on the date signed so that our statutory deadline of issuing an order by July 1, 2000 may be met.
8. This proceeding should be closed.
IT IS ORDERED that:
1. The assigned Commissioner's determinations and the presiding officer's rulings during this proceeding are affirmed.
2. The Priority List, attached as Appendix C, is established as the list of projects most urgently in need of construction for the fiscal year July 1, 2000 to June 30, 2001 (Year 1).
3. Prior to July 1, 2001, the Rail Safety and Carriers Division (Staff) will revise the Priority List established in this proceeding as directed by the California Department of Transportation (Caltrans) to establish the Priority List for the fiscal year July 1, 2001 to June 30, 2002 (Year 2).
4. For projects on the Priority List for Year 2, with regard to any projects having the same priority index number, Staff will first consider projects which separate or eliminate existing grade crossings, then projects which alter or reconstruct existing grade separations, and finally projects to construct new grade separations. Within each of these categories, Staff will first consider the lowest cost project so that the maximum number of projects may be accomplished with available funds.
5. For projects on the Priority List for Year 2, Staff will give greater priority to grade separation projects of otherwise equal priority for which the amount contributed by a city or county is equal to or greater than 50% of the cost of the project.
6. Prior to the institution of the next Grade Separation Program proceeding for the Year 2002-2003, the Staff will convene a workshop after a minimum of 60 days notice to discuss the proposals presented in this proceeding to revise the formulas by which the Commission ranks projects for the Priority List. Staff will serve notice of this workshop on all parties in this proceeding, all cities, counties, and railroads, the League of California Cities, the County Board of Supervisors Association, the California Transportation Commission, the California Department of Transportation, all Light Rail Transit Agencies and all known interested parties. Staff will provide a written report on the outcome of the workshop in time to include this report in the order instituting the Grade Separation Program proceeding for Year 2002-2003.
7. The Executive Director shall furnish a certified copy of this decision to Caltrans and the California Transportation Commission prior to July 1, 2000.
8. This proceeding is closed.
This order is effective today.
Dated June 22, 2000, at San Francisco, California.
HENRY M. DUQUE
JOSIAH L. NEEPER
RICHARD A. BILAS
CARL W. WOOD
Commissioners
President Loretta M. Lynch, being necessarily absent, did not participate.
APPENDIX A
(APPEARANCES)
************ APPEARANCES ************ |
Roc Pulido |
Martin Boyle |
Mashi Hashemi |
Ray Duryee |
Toby Wong |
Gerald F. Helt |
Keith Halvorson, Director Of Engineering |
Michael Wiley |
Rollo Parsons |
********** STATE EMPLOYEE *********** |
Alex Lutkus |
********* INFORMATION ONLY ********** |
Lou Cluster Richard Gonzales |
APPENDIX B
(Page 1)
FORMULA FOR CROSSING NOMINATED FOR
SEPARATION OR ELIMINATION
P = V (T + 0.1 x LRT) (AH + BD)
C x F + SCF
Where:
P - Priority Index Number
V - Average 24-Hour Vehicular Volume (1 point per vehicle)
C - Total Separation Project Costs (1 point per thousand dollars)
T - Average 24-Hour Train Volume (1 point per train)
LRT - Average 24-Hour Light Rail Train Volume (1 point per train)
F - Cost Inflation Factor based on the Current Construction Cost Index (8.32)
AH - Accident History (up to 3 points per accident)
BD - Crossing Blocking Delay (up to 10 points)
SCF - Special Conditions Factor = VS+RS+CG+PT+OF
VS - Vehicular Speed Limit (up to 5 points)
RS - Railroad Prevailing Maximum Speed (up to 7 points)
CG - Crossing Geometrics (up to 17 points)
AR - Alternate Route Availability (up to 5 points)
PT - Passenger Trains (up to 10 points)
OF - Other Factors: secondary accidents, emergency vehicle usage, passenger buses, school buses, trains carrying hazardous materials trains and trucks, and community impact (up to 18 points)
APPENDIX B
(Page 2)
F = Cost Inflation Factor - the inflation factor "F" is determined by comparing the 1976 inflation factor with the changes in the construction cost index (CCI) from 1976 to the current investigation year (1999) found in the ENR (Engineering News Record) journal. The calculation is as follows:
F = CCI ('75-'76) x '75-'76 "f"
CCI (Current Year)
Where, the CCI for 1975-76 is 2100,
"f" - cost inflation factor for 1975-76 is 24, and
the average CCI for 1999 is 6060,*
therefore; the new F for this OII is (2100 x 24) / 6060 = 8.32
*The average CCI for 1999 is the sum from January to December (72714) / 12 = 6060 per the following ENR data:
Month |
Jan |
Feb |
Mar |
Apr |
May |
Jun |
Jul |
Aug |
Sep |
Oct |
Nov |
Dec |
CCI |
6000 |
5992 |
5986 |
6008 |
6006 |
6039 |
6076 |
6091 |
6128 |
6134 |
6127 |
6127 |
AH = Accident History (last 10 years from application filing due date)
The Commission's FORM A is the record for reportable accidents for each crossing under jurisdiction. The AH points will be based on accidents that involve trains at the crossing. For each accident Staff assigns points based on the following:
Points = (1 + 2 x No. Killed + No. Injured) x CPF
CPF = The Crossing Protection Factor is based on warning devices at crossing.
STANDARD |
9 |
8 |
3 |
1 |
CPF |
1.0 |
0.4 |
0.2 |
0.1 |
Note 1: No more than three points shall be allowed for each accident prior to modification by the protection factor.
Note 2: Each accident is rated separately and modified by a factor based on the warning devices in existence at time of the accident.
APPENDIX B
(Page 3)
BD = Blocking Delay Per Train (The time in which vehicular traffic is delayed to allow a train to pass at a crossing.) The blocking delay, for a typical day, is the elapse time in minutes when trains pass the crossing. The delay is measured from the point that the warning devices are activated at the crossing and the time after the train has cleared the crossing and the warning devices are reset. The average BD points are the total delay time divided by the total number of trains observed (10 points max).
VS = Vehicular Speed Limit - Posted Speed Limit
| SPEED (mph) | 0-30 |
31-35 |
36-40 |
41-45 |
46-50 |
51+ |
POINTS |
0 |
1 |
2 |
3 |
4 |
5 |
RS = Railroad Maximum Speed
SPEED-MPH |
0-25 |
26-35 |
36-45 |
46-55 |
56-65 |
66-75 |
76-85 |
86+ |
| POINTS | 0 |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
CG = Crossing Geometrics - 0 - 17 points are assigned to each crossing based on the relative severity of physical conditions, i.e. grade, alignment, site distance, track skew angle, traffic signals, entrances and exits, etc.
AR = Alternate Route Availability - The AR is the nearest crossing available that vehicles may cross if the highway-rail grade crossing is blocked by train(s). The alternate route distance is the roadway distance between the blocked crossing and the available crossing measured in feet. The AR points are determined by dividing the distance (in feet) by 1000. A maximum of 5 points is assigned to AR distances greater than 5000 ft.
PT = Passenger Trains - Additional points are given to projects that have passenger trains travelling through the crossing based on the following:
| NO. OF TRAINS | 1-2 |
3-5 |
6-10 |
11-20 |
21-30 |
31-40 |
41-50 |
51-60 |
61-70 |
70+ |
POINTS |
1 |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
APPENDIX B
(Page 4)
OF = Other Factors- Other Factors are valued in a range from 0 to 18 points based on:
CATEGORY |
POINTS |
SECONDARY ACCIDENTS |
0-3 |
EMERGENCY/ OTHER VEHICLE USAGE |
0-3 |
PASSENGER BUSES |
0-3 |
HAZ-MAT TRAINS & TRUCKS* |
0-3 |
COMMUNITY IMPACT |
0-3 |
SCHOOL BUSES |
0-3 |
* Hazardous Material Trains & Trucks must display the placard with a clearly visible diamond-shaped sign to be counted for this category.
FORMULA FOR EXISTING SEPARATIONS NOMINATED
FOR ALTERATION OR RECONSTRUCTION
P = V (T + 0.1 x LRT)
C x F + SF
Where:
P - Priority Index Number
V - Average 24-Hour Vehicular Volume (1 point per vehicle)
T - Average 24-Hour Train Volume (1 point per train)
LRT - Average 24-Hour Light Rail Train Volume (1 point per train)
C - Total Separation Project Costs (1 point per thousand dollars)
F - Cost Inflation Factor (8.32)
SF - Separation Factor = WC + HC + SR + AS + POF + AP + DE
WC - Width Clearance (up to 10 points)
HC - Height Clearance (up to 10 points)
SR - Speed Reduction (up to 5 points)
AS - Accidents at or near structure (0.1 pt per accident)
POF - Probability of Failure (up to 10 points)
AP - Accident Potential (up to 10 points)
DE - Delay Effects (up to 10 points)
APPENDIX B
(Page 5)
F = Cost Inflation Factor - the inflation factor "F" is determined by comparing the 1976 inflation factor with the changes in the construction cost index (CCI) from 1976 to the current investigation year (1999) found in the ENR (Engineering News Record) journal. The calculation is as follows:
F = CCI ('75-'76) x '75-'76 "f"
CCI (Current Year)
Where, the CCI for 1975-76 is 2100,
"f" - cost inflation factor for 1975-76 is 24 and
the average CCI for 1999 is 6060,
therefore; the new F for this OII is (2100 x 24) / 6060 = 8.32
The average CCI for 1999 is the sum from January to December (72714) / 12 = 6060, per the following ENR Data:
Month |
Jan |
Feb |
Mar |
Apr |
May |
Jun |
Jul |
Aug |
Sep |
Oct |
Nov |
Dec |
CCI |
6000 |
5992 |
5986 |
6008 |
6006 |
6039 |
6076 |
6091 |
6128 |
6134 |
6127 |
6127 |
SF = Separation Factor = WC+HC+SR+AS+PF+AP+ DE
WC = Width Clearance is determined by bridge width (in feet) and the number of traffic lanes in existence (N):
| If the Width is: | POINTS |
16'+12(N) |
0 |
12' but less than 16' + 12(N) |
2 |
8' but less than 12' + 12(N) |
4 |
Less than 8'+12(N) |
6 |
11(N) |
8 |
Less than 11(N) |
10 |
APPENDIX B
(Page 6)
HC = Separation Height Clearance is determined by the height clearance from center of traffic lane and bridge (Underpass) or from top of rail and bridge (Overpass).
Underpass
Height (feet) Points
15' and above 0
14' but less than 15' 4
13' but less than 14' 8
Less than 13' 10
Overpass
Height (feet) Points
22.5' and above 0
20' but less than 22.5' 4
18' but less than 20' 8
Less than 18' 10
SR = Speed Reduction or Slow Order
Points
None 0
Moderate 2
Severe 5
AS = Accidents at or Near Structure during the last 10 years from the application due date (October 1, 1989 to October 1, 1999). The AS points are determined by dividing the total number of occurrences by 10 and rounded off to the nearest tenth of a point (86 occurrences = 86/10= 8.6 points).
PF = Probability of Failure has a 10 point maximum taking structure age into
account.
Points
Minimal/None 0
Slight 2-3
Moderate 4-6
Extreme 7-10
APPENDIX B
(Page 7)
AP = Accident Potential - A maximum of 10 points is given for the geometrics at the separation like: road curvature, signage, and illumination.
Points
None 0
Slight 2-3
Moderate 4-6
Extreme 7-10
DE = Delay Effects - A maximum of 10 points is given to conditions that cause traffic delays at the separation like road bottlenecks, slow vehicle usage (trucks, agriculture equipment, lack of left or right turn lanes or other traffic congestion.
Points
None 0
Slight 2-3
Moderate 4-6
Extreme 7-10
(END OF APPENDIX B)
APPENDIX C - EXHIBIT 73
STATE OF CALIFORNIA GRAY DAVIS, Governor
PUBLIC UTILITIES COMMISSION
320 WEST 4TH STREET, SUITE 500
LOS ANGELES, CA 90013
June 7, 2000
Re: I.99-07-001 - Grade Separation Priority List for FY 2000-01 and FY 2001-02
Late-filed Exhibit 73
To: All Parties of Record
The Department of Transportation (Caltrans) notified the Commission staff that the following four projects are receiving allocated funds this fiscal year 1999-2000:
PUC ID |
Agency |
Crossing Location |
B-516.9 |
City of Montclair |
Ramona Avenue |
E-404.24B |
City of Ventura |
Auto Center Drive (Johnson Dr) |
B-210.3 |
Fresno County |
Chestnut Avenue |
B-305.9 |
Kern County |
7th Standard Road |
Subsequently, the four projects are to be removed from the proposed Separation of Highway-Rail Grade Crossing Priority List for Fiscal Years 2000-2001 and 2001-2002.
Enclosed is the Revised Exhibit 73, incorporating these changes. ATTACHMENT 1, REVISED APPENDIX A, REVISED APPENDIX B, and REVISED APPENDIX C of Revised Exhibit 73 supercede those in Late Filed Exhibit 73.
If you have any questions, you may contact me at (213) 576-7078 or e-mail rxm@cpuc.ca.gov.
Sincerely,
Rosa Muñoz
Transportation Engineer
Enclosure
C: Administrative Law Judge Patricia A. Bennett
(Page 1 of 3)
Exhibit |
PUC ID |
Agency |
Crossing Location |
Exhibit 1 Priority Index |
Changes |
Revised Priority Index |
2 |
101VY-1.17 |
LOS ANGELES |
NORTH MAIN ST |
55.62 |
Change T to 117 Change PT to 72 for 10 pts |
56.09 |
3 |
101EB-484A 101VY-1.36A |
LOS ANGELES (2 Xings) |
North Spring St & North Spring St |
49.42 |
Change T to 117 |
53.47 |
4 |
B-485.8 |
LOS ANGELES |
VALLEY BLVD |
123.38 |
Change project to Underpass |
123.38 |
5 |
1BK-495.4 |
DOWNEY |
BROOKSHIRE AVE |
49.84 |
BD verified, no change O to 303 for 2 pts |
51.84 |
7 |
PROPOSED |
TORRANCE |
DEL AMO BLVD |
116.68 |
Change C to 18,722 Change BD to 5 |
42.60 |
8 |
2B-21.20 |
CORONA |
MCKINLEY ST |
37.99 |
Change V to 33,720 Change C to 17,250 Change BD to 1.6 Change PB to 23 for 1 pt Change SB to 20 for 1 pt Change H to 770 for 3 pts Change O to 3 for 1 pt Change SA to 53 for 3 pts Change CI to 3 |
53.61 |
11 |
OR-182.9 |
IRVINE |
SAND CANYON AVE |
93.71 |
Change SA to 9 for 1 pt No change for Priority Index |
93.71 |
12 |
3-53.1 |
RIVERSIDE |
JURUPA AVE |
75.64 |
Change V to 16,190 Change C to 13,300 Change VS to 43.6 for 3 pts Change RS to 62.18 for 4 pts Change CG to 21.92 Change SA to 8 for 1 pt Change SB to 25 for 2 pts |
100.85 |
14 |
B-281.2 |
DELANO |
GARCES HWY |
40.06 |
Change C to 7,095 Change BD to 3.43 Change CI to 3 |
33.34 |
15 |
B-280.2 |
DELANO |
CECIL AVE |
80.17 |
Change C to 7,848 Change BD to 3.43 Change CI to 3 |
61.93 |
21 |
B-517.4 |
MONTCLAIR |
MONTE VISTA AVE |
128.18 |
Change V to 12,514 Change BD to 3.52 |
133.46 |
24 |
B-613.0 |
COACHELLA |
DILLON RD |
60.35 |
Change V to 14,269 |
68.08 |
27 |
B-413.7 |
PALMDALE |
PALMDALE BLVD (SR138) |
49.24 |
Change T to 60 Change PT to 15 for 4 pts Evaluate as single year nomination |
71.94 |
31 |
36-7.4 |
CHULA VISTA |
E ST |
32.74 |
Change V to 28,643 Change O to 90 for 1 pt Change PB to 0 for 0 pts Change SB to 2 for 1 pt Change H to 1 for 1 pt |
40.62 |
41 |
VY-69.33 |
LOS ANGELES CO |
SIERRA HWY |
64.84 |
Change T to 60 Change VS to 55 for 5 pts Change RS to 65 for 4 pts Change PT to 15 for 4 pts Change AH to 11 |
153.23 |
(Page 2 of 3)
Exhibit |
PUC ID |
Agency |
Crossing Location |
Exhibit 1 Priority Index |
Changes |
Revised Priority Index |
44 |
VY-66.92 |
LOS ANGELES CO |
AVENUE S |
29.52 |
Change T to 22 Change PT to 15 for 4 pts |
31.29 |
46 |
2-1114.7 2-1113.5 |
BNSF/ Alternate for San Joaquin Consolidation |
CONSOLIDATION (2 Xings) Mariposa Rd & Kaiser Rd |
67.12 |
Change V to 6,777 Change C to 6,439 |
72.48 |
47 |
2-1112.2 2-1113.5 2-1114.7 2-1108.3 |
SAN JOAQUIN CO |
CONSOLIDATION (4 Xings) Jack Tone Rd Kaiser Rd Mariposa Rd Wagner Rd |
270.79 |
Change V to 10,511 Change C to 10,444 Change AH to 7.5 |
86.91 |
48 |
D-92.8 |
SAN JOAQUIN CO |
WEST LANE |
56.73 |
Change CI to 3 |
58.73 |
50 |
2-885.6 2-885.6 2-885.75 2-885.77 2-885.95 2-886.2 2-886.4 |
BAKERSFIELD |
BEALE-TRUXTON-BAKER (7 Xings) 21st St Gage St Beale Ave Truxtun Ave Baker St Tulare St Sonora St |
151.85 |
Change AR to 3.73 |
152.95 |
52 |
B-308.9 |
KERN COUNTY |
OLIVE DR |
54.23 |
Change AR to 4.9 |
55.13 |
55 |
2-889.5 |
SHAFTER |
7TH STANDARD |
46.17 |
Change O to 24 for 1 pt |
47.17 |
56 |
C-258.0 |
REDDING |
SOUTH ST |
43.11 |
Change AR to 3 Change CI to 3 |
47.36 |
59 |
E-64.0 E-64.7 E-65.2 |
SAN JOSE |
CONSOLIDATION (3 Xings) Bailey Ave Laguna Ave Richmond Ave |
64.10 |
Change V to 6,298 |
63.02 |
63 |
4-84.8 |
LATHROP |
LATHROP RD |
91.59 |
Change T to 26 Change BD to 3.06 Change PT to 6 for 3 pts |
64.34 |
64 |
D-82.1 |
LATHROP |
LATHROP RD |
92.93 |
Change T to 20 Chang BD to 3.87 Change PT to 0 for 0 pts |
54.29 |
66 |
BB-0.4B |
WEST SACRAMENTO |
WEST CAPITAL AVE/Permanent |
37.26 |
Change POF to 9 correction |
39.26 |
67 |
BB-0.4B |
WEST SACRAMENTO |
WEST CAPITAL AVE Emergency Repair |
51.31 |
Change DE to 6 correction |
54.37 |
69 |
4-132.9 |
SRTD (1) |
FLORIN RD |
72.54 |
Change LT to 0 |
50.98 |
70 |
2-1180.41-B |
HERCULES |
SYCAMORE AVE |
32.46 |
Change T to 35 |
27.43 |
(Page 3 of 3)
PUC ID |
Agency |
Crossing Location |
Exhibit 1 Priority Index |
Recommended to Dismiss |
BAM-386.9 |
CALIFORNIA CITY |
CALIFORNIA CITY BLVD |
21.98 |
Dismiss non-appearance |
SG-41.10 |
RANCHO CUCAMONGA |
HAVEN AVE |
34.59 |
Dismiss non-appearance |
2-71.0 BB-480.1 |
SAN BERNARDINO CO |
(2 Xings) Glen Helen Parkway Glen Helen Parkway |
35.80 |
Dismiss non-appearance |
2-30.6B |
SAN BERNARDINO CO |
NATIONAL TRAILS HWY |
39.55 |
Dismiss non-appearance |
NWP498-6555 |
SONOMA CO |
OLD REDWOOD HWY |
34.78 |
Dismiss non-appearance |
83E-10.03 |
SRTD (1) |
BRADSHAW RD |
63.67 |
Dismiss - exclusive light-rail train operations |
(1) SRTD - Sacramento Regional Transit District
(Page 1 of 2)
Rank |
PUC ID |
AGENCY |
CROSSING LOCATION |
Priority Index |
1 |
3-22.4 |
LOS ANGELES CO |
NOGALES ST |
157.47 |
2 |
VY-69.33 |
LOS ANGELES CO |
SIERRA HWY |
153.23 |
3 |
2-885.6 2-885.6 2-885.75 2-885.77 2-885.95 2-886.2 2-886.4 |
BAKERSFIELD |
BEALE-TRUXTON-BAKER (7 Xings) 21st St Gage St Beale Ave Truxtun Ave Baker St Tulare St Sonora St |
152.95 |
4 |
B-517.4 |
MONTCLAIR |
MONTE VISTA AVE |
133.46 |
5 |
DA-30.5 DA-30.9 DA-32.1 4G-2.6 SA-32.65 DA-32.7 DA-32.8 4G-3.2 DAB-42.4B DA-29.9B |
FREMONT |
CONSOLIDATION (10 Xings) Walnut Ave Stevenson Blvd Paseo Padre Pkwy Paseo Padre Pkwy High St Main St Washington Blvd Washington Blvd Mowry Ave Mowry Ave |
126.49 |
6 |
B-485.8 |
LOS ANGELES |
VALLEY BLVD |
123.38 |
7 |
3-23.4 |
LOS ANGELES CO |
FAIRWAY DR |
107.43 |
8 |
3-53.1 |
RIVERSIDE |
JURUPA AVE |
100.85 |
9 |
OR-182.9 |
IRVINE |
SAND CANYON AVE |
93.71 |
10 |
2-1112.2 2-1113.5 2-1114.7 2-1108.3 |
SAN JOAQUIN CO |
CONSOLIDATION (4 Xings) Jack Tone Rd Kaiser Rd Mariposa Rd Wagner Rd |
86.91 |
11 |
2-1114.7 2-1113.5 |
BNSF Alternate for San Joaquin |
CONSOLIDATION (2 Xings) Mariposa Rd Kaiser Rd |
72.48 |
12 |
B-413.7 |
PALMDALE |
PALMDALE BLVD (SR138) |
71.94 |
13 |
BBJ-497.28 2-153.1 |
LOS ANGELES CO |
(2 Xings) Norwalk Blvd Norwalk Blvd |
69.54 |
14 |
B-311.8 |
BAKERSFIELD |
Q ST |
68.29 |
15 |
B-613.0 |
COACHELLA |
DILLON RD |
68.08 |
16 |
4-84.8 |
LATHROP |
LATHROP RD |
64.34 |
17 |
3-17.2 |
LOS ANGELES CO |
TURNBULL CANYON RD |
63.45 |
18 |
E-64.0 E-65.2 E-64.7 |
SAN JOSE |
CONSOLIDATION (3 Xings) Bailey Ave Richmond Ave Laguna Ave |
63.02 |
19 |
B-280.2 |
DELANO |
CECIL AVE |
61.93 |
20 |
D-92.8 |
SAN JOAQUIN CO |
WEST LANE |
58.73 |
(Page 2 of 2)
Rank |
PUC ID |
AGENCY |
CROSSING LOCATION |
Priority Index |
21 |
DA-32.1 4G-2.6 SA-32.65 DA-32.7 DA-32.8 4G-3.2 |
FREMONT Alternate |
CONSOLIDATION (6 Xings) Paseo Padre Pkwy Paseo Padre Pkwy High St Main St Washington Blvd Washington Blvd |
57.59 |
22 |
3A-3.4 2-147.1C |
LOS ANGELES CO |
(2 Xings) Bandini Blvd Bandini Blvd |
56.18 |
23 |
101VY-1.17 |
LOS ANGELES |
NORTH MAIN ST |
56.09 |
24 |
E-417.93 |
CAMARILLO |
ADOLFO RD |
55.49 |
25 |
B-308.9 |
KERN COUNTY |
OLIVE DR |
55.13 |
26 |
BB-0.4B |
WEST SACRAMENTO |
WEST CAPITAL AVE Emergency Repair |
54.37 |
27 |
D-82.1 |
LATHROP |
LATHROP RD |
54.29 |
28 |
2B-21.20 |
CORONA |
MCKINLEY ST |
53.61 |
29 |
101EB-484A 101VY-1.36A |
LOS ANGELES |
(2 Xings) North Spring St North Spring St |
53.47 |
30 |
E-419.92 |
CAMARILLO |
LAS POSAS/UPLAND |
52.16 |
31 |
BK-495.4 |
DOWNEY |
BROOKSHIRE AVE |
51.84 |
32 |
4-132.9 |
SRTD |
FLORIN RD |
50.98 |
33 |
DA-36.2 4G-6.7 |
FREMONT |
(2 Xings) WARREN AVE |
49.85 |
34 |
B-393.9 |
KERN COUNTY |
ROSAMOND BLVD |
49.40 |
35 |
C-258.0 |
REDDING |
SOUTH ST |
47.36 |
36 |
2-889.5 |
SHAFTER |
7TH STANDARD |
47.17 |
37 |
PROPOSED |
TORRANCE |
DEL AMO BLVD |
42.60 |
38 |
BBH-487.42 |
LOS ANGELES CO |
SLAUSON AVE |
42.43 |
39 |
108AE-177.0 |
TEHAMA COUNTY |
SOUTH AVE |
40.97 |
40 |
36-7.4 |
CHULA VISTA |
E ST |
40.62 |
41 |
BB-0.4-B |
WEST SACRAMENTO |
WEST CAPITAL AVE Permanent |
39.26 |
42 |
1C-238.3 |
TEHAMA COUNTY |
BOWMAN RD |
36.99 |
43 |
B-281.2 |
DELANO |
GARCES HWY |
33.34 |
44 |
VY-66.92 |
LOS ANGELES CO |
AVENUE S |
31.29 |
45 |
B-568.8 |
BANNING |
HARGRAVE ST |
30.62 |
46 |
2-1180.41-B |
HERCULES |
SYCAMORE AVE |
27.43 |
47 |
3A-7.8 |
LOS ANGELES CO |
FIRESTONE BLVD |
27.32 |
48 |
BBH-492.6 |
LOS ANGELES CO |
EL SEGUNDO |
26.64 |
49 |
2-1180.40B |
HERCULES |
PALM AVE |
24.12 |
50 |
PROPOSED |
BAKERSFIELD |
HAGEMAN RD |
21.78 |
51 |
36-9.7 |
CHULA VISTA |
PALOMAR ST |
21.41 |
52 |
36-7.9 |
CHULA VISTA |
H ST |
20.40 |
53 |
PROPOSED |
LOS ANGELES CO |
FLORES ST |
13.87 |
54 |
087-68-3 |
NAPA VALLEY WINE TRAIN |
IMOLA AVE SR 121 |
13.23 |
(Page 1 of 2)
AGENCY |
CROSSING LOCATION |
Vehicle Volume V |
Train T |
Light Rail LT |
Blkng Delay BD |
AccdHist AH |
Cost (000) C |
SCF /SF |
Priority Index |
Rank |
BAKERSFIELD |
BEALE-TRUXTON-BAKER (7 Xings) |
19870 |
39 |
0.0 |
5.24 |
12 |
17680 |
62.13 |
152.95 |
3 |
BAKERSFIELD |
HAGEMAN RD |
15126 |
6 |
0.0 |
1.50 |
0 |
2820 |
15.98 |
21.78 |
50 |
BAKERSFIELD |
Q ST |
9252 |
36 |
0.0 |
4.87 |
3 |
7145 |
24.20 |
68.29 |
14 |
BANNING |
HARGRAVE ST |
2710 |
36 |
0.0 |
6.90 |
0 |
6960 |
19.00 |
30.62 |
45 |
BNSF |
Mariposa /Kaiser ALT (2 Xings) |
6777 |
38 |
0.0 |
1.44 |
6 |
6439 |
36.72 |
72.48 |
11 |
CAMARILLO |
ADOLFO RD |
18019 |
34 |
0.0 |
1.96 |
1 |
7390 |
26.00 |
55.49 |
24 |
CAMARILLO |
LAS POSAS/UPLAND |
18046 |
34 |
0.0 |
1.96 |
0 |
6522 |
30.00 |
52.16 |
30 |
CHULA VISTA |
E ST |
28643 |
2 |
20.6 |
0.53 |
4 |
15381 |
17.70 |
40.62 |
40 |
CHULA VISTA |
H ST |
23546 |
2 |
20.6 |
0.53 |
0 |
17381 |
18.45 |
20.40 |
52 |
CHULA VISTA |
PALOMAR ST |
41480 |
3 |
20.6 |
0.55 |
0 |
17381 |
17.69 |
21.41 |
51 |
COACHELLA |
DILLON RD |
14269 |
36 |
0.0 |
2.30 |
2 |
6375 |
26.44 |
68.08 |
15 |
CORONA |
MCKINLEY ST |
33720 |
51 |
0.0 |
1.60 |
0 |
17250 |
34.44 |
53.61 |
28 |
DELANO |
CECIL AVE |
18000 |
18 |
0.0 |
3.43 |
4 |
7848 |
25.06 |
61.93 |
19 |
DELANO |
GARCES HWY |
9957 |
18 |
0.0 |
3.43 |
1 |
7095 |
19.89 |
33.34 |
43 |
DOWNEY |
BROOKSHIRE AVE |
18766 |
11 |
0.0 |
10.00 |
0 |
8315 |
22.00 |
51.84 |
31 |
FREMONT |
Walnut Ave & Others (10 Xings) |
84598 |
11 |
0.0 |
8.82 |
0 |
28230 |
90.30 |
126.49 |
5 |
FREMONT |
Paseo Padre Pkwy + ALT (6 Xings) |
49976 |
11 |
0.0 |
8.82 |
0 |
39935 |
43.00 |
57.59 |
21 |
FREMONT |
WARREN AVE (2 Xings) |
11725 |
49 |
0.0 |
2.31 |
2 |
10688 |
22.00 |
49.85 |
33 |
HERCULES |
PALM AVE |
5000 |
35 |
0.0 |
0.00 |
0 |
6740 |
21.00 |
24.12 |
49 |
HERCULES |
SYCAMORE AVE |
8218 |
35 |
0 |
7800 |
23.00 |
27.43 |
46 | ||
IRVINE |
SAN CANYON AVE |
22000 |
62 |
0.0 |
0.89 |
4 |
15810 |
43.00 |
93.71 |
9 |
KERN CO. |
OLIVE DR |
17200 |
44 |
0.0 |
2.07 |
0 |
7070 |
28.50 |
55.13 |
25 |
KERN CO. |
ROSAMOND BLVD |
13400 |
18 |
0.0 |
2.90 |
2 |
6720 |
28.26 |
49.40 |
34 |
LATHROP |
LATHROP RD |
10497 |
20 |
0.0 |
3.87 |
4 |
6150 |
22.00 |
54.29 |
27 |
LATHROP |
LATHROP RD |
10497 |
26 |
0.0 |
3.06 |
5 |
6720 |
25.00 |
64.34 |
16 |
LOS ANGELES |
NORTH MAIN ST |
14188 |
117 |
0.0 |
2.76 |
1 |
55040 |
42.46 |
56.09 |
23 |
LOS ANGELES |
NORTH SPRING ST (2 Xings) |
19676 |
117 |
0.0 |
0.00 |
0 |
10146 |
26.20 |
53.47 |
29 |
LOS ANGELES |
VALLEY BLVD |
29203 |
68 |
0.0 |
3.09 |
9 |
30700 |
29.39 |
123.38 |
6 |
LOS ANGELES CO. |
AVENUE S |
21032 |
22 |
0.0 |
1.31 |
3 |
28243 |
22.80 |
31.29 |
44 |
LOS ANGELES CO. |
BANDINI BLVD (2 Xings) |
28453 |
39 |
0.0 |
1.91 |
2 |
29338 |
38.40 |
56.18 |
22 |
LOS ANGELES CO. |
EL SEGUNDO |
15332 |
2 |
23.6 |
0.84 |
0 |
24185 |
25.00 |
26.64 |
48 |
LOS ANGELES CO. |
FAIRWAY DR |
33205 |
51 |
0.0 |
2.00 |
3 |
13056 |
29.48 |
107.43 |
7 |
LOS ANGELES CO. |
FIRESTONE BLVD |
66310 |
14 |
0.0 |
1.60 |
0 |
25074 |
20.20 |
27.32 |
47 |
LOS ANGELES CO. |
FLORES ST |
10850 |
13 |
0.0 |
1.56 |
0 |
9630 |
11.12 |
13.87 |
53 |
LOS ANGELES CO. |
NOGALES ST |
43290 |
51 |
0.0 |
1.90 |
5 |
14514 |
31.32 |
157.47 |
1 |
LOS ANGELES CO. |
NORWALK BLVD (2 Xings) |
23247 |
110 |
0.0 |
2.35 |
0 |
23495 |
38.80 |
69.54 |
13 |
LOS ANGELES CO. |
SIERRA HWY |
12867 |
60 |
0.0 |
1.37 |
11 |
9216 |
28.68 |
153.23 |
2 |
LOS ANGELES CO. |
SLAUSON AVE |
35021 |
20 |
0.0 |
2.70 |
0 |
17992 |
29.80 |
42.43 |
38 |
(Page 2 of 2)
AGENCY |
CROSSING LOCATION |
Vehicle Volume V |
Train T |
Light Rail LT |
Blkng Delay BD |
AccdHist AH |
Cost (000) C |
SCF /SF |
Priority Index |
Rank |
LOS ANGELES CO. |
TURNBULL CANYON RD |
22136 |
51 |
0.0 |
2.14 |
2 |
16974 |
30.36 |
63.45 |
17 |
MONTCLAIR |
MONTE VISTA AVE |
12514 |
77 |
0.0 |
3.52 |
4 |
8500 |
31.00 |
133.46 |
4 |
NAPA VALLEY WINE TRAIN |
IMOLA AVE SR 121 |
28200 |
1 |
0.0 |
1.67 |
0 |
2000 |
10.40 |
13.23 |
54 |
PALMDALE |
PALMDALE AVE |
33260 |
60 |
0.0 |
1.45 |
1 |
15030 |
32.84 |
71.94 |
12 |
REDDING |
SOUTH ST |
12405 |
39 |
0.0 |
3.13 |
0 |
7010 |
21.40 |
47.36 |
35 |
RIVERSIDE |
JURUPA AVE |
16190 |
55 |
0.0 |
1.95 |
5 |
13300 |
44.92 |
100.85 |
8 |
SAN JOAQUIN CO. |
WEST LANE |
22873 |
13 |
0.0 |
3.13 |
5 |
9100 |
26.80 |
58.73 |
20 |
SAN JOAQUIN CO. |
Mariposa & Others (4 Xings) |
10511 |
38 |
0.0 |
1.33 |
7.5 |
10444 |
46.32 |
86.91 |
10 |
SAN JOSE |
Bailey Ave & Others (3 Xings) |
6298 |
20 |
0.0 |
1.00 |
9 |
6950 |
41.24 |
63.02 |
18 |
SHAFTER |
7TH STANDARD RD |
5300 |
62 |
0.0 |
2.09 |
1 |
7454 |
30.80 |
47.17 |
36 |
SRTD (1) |
FLORIN RD |
37022 |
16 |
0.0 |
0.93 |
3 |
10000 |
23.00 |
50.98 |
32 |
TEHAMA COUNTY |
BOWMAN RD |
5116 |
27 |
0.0 |
1.30 |
0 |
2484 |
28.30 |
36.99 |
42 |
TEHAMA COUNTY |
SOUTH AVE |
4970 |
23 |
0.0 |
2.60 |
0 |
2558 |
27.00 |
40.97 |
39 |
TORRANCE |
DEL AMO BLVD |
29000 |
29 |
0.0 |
5.00 |
0 |
18722 |
15.60 |
42.60 |
37 |
WEST SACRAMENTO |
WEST CAPITAL AVE Permanent |
7848 |
6 |
0.0 |
0.00 |
0 |
5320 |
38.20 |
39.26 |
41 |
WEST SACRAMENTO |
WEST CAPITAL AVE Emergency Repair |
7848 |
6 |
0.0 |
0.00 |
0 |
350 |
38.20 |
54.37 |
26 |
(1) SRTD - Sacramento Regional Transit District
(Page 1 of 3)
Agency |
Crossing Location |
CG |
SB |
PB |
H |
0 |
PT |
AR |
VS |
RS |
SA |
CI |
TOTAL SCF | |
BAKERSFIELD |
BEALE-TRUXTON-BAKER (7 Xings) |
46.40 |
2 |
1 |
1 |
1 |
0 |
3.73 |
3 |
0 |
1.00 |
3 |
62.13 | |
BAKERSFIELD |
HAGEMAN RD |
2.48 |
1 |
1 |
1 |
1 |
0 |
3.50 |
5 |
0 |
0.00 |
1 |
15.98 | |
BAKERSFIELD |
Q ST |
12.60 |
1 |
1 |
0 |
1 |
0 |
1.60 |
1 |
3 |
0.00 |
3 |
24.20 | |
BANNING |
HARGRAVE ST |
6.00 |
1 |
0 |
0 |
0 |
1 |
5.00 |
1 |
3 |
1.00 |
1 |
19.00 | |
BNSF |
Mariposa Rd & Kaiser (2 Xings) |
10.72 |
1 |
1 |
0 |
3 |
3 |
5.00 |
5 |
5 |
1.00 |
2 |
36.72 | |
CAMARILLO |
ADOLFO RD |
5.00 |
1 |
1 |
0 |
0 |
3 |
5.00 |
2 |
4 |
3.00 |
2 |
26.00 | |
CAMARILLO |
LAS POSAS/UPLAND RD |
7.00 |
1 |
1 |
0 |
1 |
3 |
5.00 |
3 |
4 |
3.00 |
2 |
30.00 | |
CHULA VISTA |
E ST |
7.00 |
1 |
0 |
1 |
1 |
0 |
0.70 |
1 |
3 |
1.00 |
2 |
17.70 | |
CHULA VISTA |
H ST |
9.00 |
1 |
1 |
1 |
1 |
0 |
0.45 |
1 |
1 |
1.00 |
2 |
18.45 | |
CHULA VISTA |
PALOMAR ST |
6.60 |
3 |
1 |
1 |
1 |
0 |
0.09 |
1 |
1 |
1.00 |
2 |
17.69 | |
COACHELLA |
DILLON RD |
9.44 |
1 |
0 |
0 |
0 |
1 |
5.00 |
2 |
5 |
2.00 |
1 |
26.44 | |
CORONA |
MCKINLEY ST |
8.44 |
1 |
1 |
3 |
1 |
4 |
5.00 |
1 |
4 |
3.00 |
3 |
34.44 | |
DELANO |
CECIL AVE |
5.44 |
2 |
1 |
1 |
3 |
0 |
2.62 |
1 |
4 |
2.00 |
3 |
25.06 | |
DELANO |
GARCES HWY |
4.43 |
2 |
1 |
1 |
2 |
0 |
2.47 |
0 |
4 |
0.00 |
3 |
19.89 | |
DOWNEY |
BROOKSHIRE AVE |
7.00 |
1 |
2 |
0 |
2 |
0 |
5.00 |
1 |
0 |
1.00 |
3 |
22.00 | |
FREMONT |
Walnut Ave & Others (10 Xings) + Mowry |
48.00 |
1 |
2 |
1 |
1 8 |
0 0 |
3.20 4 |
1 1.1 |
1 4 |
3.00 5 |
3 4 |
90.30 | |
FREMONT |
Paseo Padre Pkwy + ALT (4 Xings) |
32.80 |
0 |
0 |
0 |
0 |
0 |
3.20 |
1 |
1 |
2.00 |
3 |
43.00 | |
FREMONT |
WARREN AVE (2 Xings) |
9.00 |
1 |
1 |
1 |
0 |
0 |
5.00 |
1 |
1 |
1.00 |
2 |
22.00 | |
* HERCULES |
PALM AVE |
6 |
0 |
3 |
0 |
4 |
6 |
2 |
21.00 | |||||
* HERCULES |
SYCAMORE AVE |
10 |
0 |
0 |
0 |
4 |
4 |
5 |
23.00 | |||||
IRVINE |
SAN CANYON AVE |
8.00 |
3 |
2 |
0 |
3 |
8 |
5.00 |
4 |
7 |
1.00 |
2 |
43.00 | |
KERN CO |
OLIVE DR |
8.60 |
2 |
1 |
1 |
1 |
0 |
4.90 |
3 |
4 |
2.00 |
1 |
28.50 | |
KERN CO |
ROSAMOND BLVD |
8.26 |
3 |
1 |
1 |
0 |
0 |
5.00 |
3 |
4 |
1.00 |
2 |
28.26 | |
LATHROP |
LATHROP RD |
6.00 |
3 |
1 |
0 |
0 |
0 |
5.00 |
1 |
4 |
0.00 |
2 |
22.00 | |
LATHROP |
LATHROP RD |
6.00 |
3 |
1 |
0 |
0 |
3 |
5.00 |
1 |
4 |
0.00 |
2 |
25.00 | |
LOS ANGELES |
NORTH MAIN ST |
22.16 |
2 |
2 |
0 |
1 |
10 |
1.30 |
1 |
0 |
1.00 |
2 |
42.46 | |
* LOS ANGELES |
NORTH SPRING ST (2 Xings) |
10 |
0 |
5 |
0.2 |
4 |
4 |
3 |
26.20 | |||||
LOS ANGELES |
VALLEY BLVD |
11.16 |
3 |
3 |
1 |
0 |
1 |
4.23 |
2 |
1 |
1.00 |
2 |
29.39 | |
LOS ANGELES CO |
AVENUE S |
2.80 |
0 |
1 |
1 |
0 |
4 |
5.00 |
5 |
3 |
0.00 |
1 |
22.80 | |
LOS ANGELES CO |
BANDINI BLVD (2 Xings) |
17.00 |
2 |
3 |
3 |
1 |
0 |
4.40 |
2 |
5 |
0.00 |
1 |
38.40 | |
LOS ANGELES CO |
EL SEGUNDO |
12.60 |
3 |
2 |
1 |
1 |
0 |
1.40 |
1 |
2 |
0.00 |
1 |
25.00 | |
LOS ANGELES CO |
FAIRWAY DR |
8.48 |
1 |
1 |
1 |
1 |
4 |
5.00 |
2 |
5 |
0.00 |
1 |
29.48 | |
LOS ANGELES CO |
FIRESTONE BLVD |
9.00 |
1 |
3 |
2 |
1 |
0 |
2.20 |
1 |
0 |
0.00 |
1 |
20.20 | |
LOS ANGELES CO |
FLORES ST |
3.12 |
0 |
0 |
0 |
0 |
0 |
5.00 |
1 |
0 |
0.00 |
2 |
11.12 | |
LOS ANGELES CO |
NOGALES ST |
8.32 |
3 |
1 |
2 |
1 |
4 |
5.00 |
1 |
5 |
0.00 |
1 |
31.32 | |
LOS ANGELES CO |
NORWALK BLVD (2 Xings) |
15.40 |
1 |
1 |
2 |
1 |
7 |
3.40 |
3 |
3 |
0.00 |
2 |
38.80 | |
LOS ANGELES CO |
SIERRA HWY |
6.68 |
0 |
1 |
1 |
0 |
4 |
5.00 |
5 |
4 |
0.00 |
2 |
28.68 | |
* KEY FOR EXISTING SEPARATIONS |
WC |
HC |
SR |
AS |
POF |
AP |
DE |
SF | ||||||
(Page 2 of 3)
Agency |
Crossing Location |
CG |
SB |
PB |
H |
0 |
PT |
AR |
VS |
RS |
SA |
CI |
TOTAL SCF |
LOS ANGELES CO |
SLAUSON AVE |
15.80 |
2 |
3 |
1 |
1 |
0 |
5.00 |
1 |
0 |
0.00 |
1 |
29.80 |
LOS ANGELES CO |
TURNBULL CANYON |
9.56 |
1 |
1 |
1 |
1 |
4 |
4.80 |
1 |
5 |
1.00 |
1 |
30.36 |
MONTCLAIR |
MONTE VISTA AVE |
9.00 |
2 |
1 |
0 |
0 |
3 |
5.00 |
2 |
4 |
2.00 |
3 |
31.00 |
NAPA VALLEY WINE TRAIN |
IMOLA AVE SR 121 |
2.40 |
0 |
0 |
0 |
0 |
0 |
5.00 |
2 |
0 |
0.00 |
1 |
10.40 |
PALMDALE |
PALMDALE AVE |
6.24 |
3 |
1 |
0 |
3 |
4 |
2.60 |
2 |
6 |
3.00 |
2 |
32.84 |
REDDING |
SOUTH ST |
10.40 |
1 |
1 |
0 |
0 |
1 |
3.00 |
0 |
2 |
0.00 |
3 |
21.40 |
RIVERSIDE |
JURUPA AVE |
21.92 |
2 |
1 |
0 |
1 |
4 |
5.00 |
3 |
4 |
1.00 |
2 |
44.92 |
SAN JOAQUIN CO |
WEST LANE |
6.80 |
2 |
1 |
1 |
2 |
0 |
5.00 |
1 |
2 |
3.00 |
3 |
26.80 |
SAN JOAQUIN CO |
Mariposa Rd & Others (4 Xings) |
20.32 |
1 |
1 |
0 |
3 |
3 |
5.00 |
5 |
3 |
2.00 |
3 |
46.32 |
SAN JOSE |
Bailey Ave & Others (3 Xings) |
21.24 |
1 |
0 |
0 |
0 |
3 |
5.00 |
2 |
6 |
1.00 |
2 |
41.24 |
SHAFTER |
7TH STANDARD RD |
6.80 |
1 |
1 |
1 |
1 |
3 |
5.00 |
5 |
5 |
1.00 |
1 |
30.80 |
SRTD (1) |
FLORIN RD |
8.00 |
2 |
2 |
0 |
0 |
0 |
5.00 |
2 |
2 |
0.00 |
2 |
23.00 |
TEHAMA COUNTY |
BOWMAN RD |
9.80 |
1 |
0 |
0 |
0 |
1 |
5.00 |
5 |
5 |
1.00 |
0.5 |
28.30 |
TEHAMA COUNTY |
SOUTH AVE |
6.00 |
1 |
1 |
0 |
0 |
1 |
5.00 |
5 |
5 |
1.00 |
2 |
27.00 |
TORRANCE |
DEL AMO BLVD |
4.60 |
1 |
1 |
1 |
2 |
0 |
4.00 |
1 |
0 |
0.00 |
1 |
15.60 |
* W. Sacramento |
WEST CAPITAL AVE Permanent |
6 |
8 |
3 |
0.2 |
9 |
6 |
6 |
38.20 | ||||
* W. Sacramento |
WEST CAPITAL AVE Emergency Repair |
6 |
8 |
3 |
0.2 |
9 |
6 |
6 |
38.20 | ||||
* KEY FOR EXISTING SEPARATIONS |
WC |
HC |
SR |
AS |
POF |
AP |
DE |
SF | |||||
(1) SRTD - Sacramento Regional Transit District
(Page 3 of 3)
For Special Conditions Factor - SCF
CG - Crossing Geometrics H- Hazmat Trains/Trucks AR-Alternate Route
SB - School Buses O-Other Vehicles VS -Vehicular Speed Limit
PB- Passenger Buses PT - Passenger trains RS - Rail Speed Limit
SA - Secondary Accidents CI -Community Impact
For Separation Factor - SF
WC - Width Clearance HC-Height Clearance SR - Speed Reduction
AS - Accidents Near Structure POF - Probability of Failure
AP - Accident Potential DE - Delay Effects
(END OF APPENDIX C)
