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Appendix G Additional Performance Measures
Appendix G | State Route 885/Second Avenue Multimodal Corridor Study p. G-1
ADDITIONAL PERFORMANCE MEASURES
This Appendix compiles additional performance measurement details that were developed and
referenced throughout the establishment of existing conditions and the review and assessment
of proposed improvement scenarios. Specific content includes:
• Attachment G1: System-wide Delay Comparison
• Attachment G2: Level of Traffic Stress Research
• Attachment G3: Level of Service Comparison
Appendix G | State Route 885/Second Avenue Multimodal Corridor Study
ATTACHMENT G1
SYSTEM-WIDE DELAY COMPARISON
Delay – AM Low Growth – No Build
40%
16%
9%
35%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Low Growth – Fill in the Gaps
42%
14%
11%
33%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Low Growth – Moderate Investment
42%
17%
9%
32%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Low Growth – Heavy Investment
48%
17%
9%
26%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Medium Growth – No Build
39%
16%10%
35%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Medium Growth – Fill in the Gaps
40%
16%
11%
33%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Medium Growth – Moderate Investment
42%
18%
8%
32%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM Medium Growth – Heavy Investment
47%
16%
10%
27%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM High Growth – No Build
33%
16%
7%
44%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM High Growth – Fill in the Gaps
35%
14%
6%
45%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM High Growth – Moderate Infrastructure
34%
17%
6%
43%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – AM High Growth – Heavy Investment
42%
16%
10%
32%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Low Growth – No Build
39%
18%
10%
33%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Low Growth – Fill in the Gaps
39%
20%
10%
31%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Low Growth – Moderate Investment
42%
16%
11%
31%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Low Growth – Heavy Investment
46%
13%
12%
28%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Medium Growth – No Build
36%
17%12%
35%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Medium Growth – Fill in the Gaps
37%
20%
12%
32%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Medium Growth – Moderate Investment
38%
17%13%
33%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM Medium Growth – Heavy Investment
42%
18%
9%
31%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM High Growth – No Build
27%
16%
10%
47%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM High Growth – Fill in the Gaps
27%
19%
10%
44%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM High Growth – Moderate Investment
29%
18%
11%
42%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Delay – PM High Growth – Heavy Investment
33%
19%10%
38%
Vehicle Miles Traveled by Delay (minutes)
0-5 5-10 10-15 >15
Appendix G | State Route 885/Second Avenue Multimodal Corridor Study
ATTACHMENT G2
LEVEL OF TRAFFIC STRESS RESEARCH
Appendix G | State Route 885/Second Avenue Multimodal Corridor Study
ATTACHMENT G3
LEVEL OF SERVICE COMPARISON
LOS – No Build Scenario– AM
LOS – Interim Hybrid Scenario – AM
LOS – Long Term Hybrid Scenario – AM
LOS – Long Term Hybrid Scenario – AM Hays Interchange
LOS – Long Term Hybrid Scenario – AM Greenfield Intersection
LOS – No Build Scenario – PM
LOS – Interim Hybrid Scenario – PM
LOS – Long Term Hybrid Scenario – PM
LOS – Long Term Hybrid Scenario – PM Hays Interchange
LOS – Long Term Hybrid Scenario – PM Greenfield Intersection
