Technical Memo To: Steve Gramm, SDDOT From: Steve Hoff, Engineering, Inc. Project: I-190/Silver Street Study CC: Date: 6//010 Job No: DOT Contract 41044, Order PD-0-09 RE: Phase 1, Task 100: Baseline Analysis This Technical Memo has been prepared to document the data, analysis and findings as outlined in the Task 100 section of the subject work order. The Technical Memo is organized by subtask and the data, analysis and findings related to each subtask are presented in the subtask discussions. Subtask 101 determine extent of study area. prepared a graphic showing the proposed study area and presented the concept to the Study Team at the kick-off meeting in Rapid City on March. The Study Team had no comments and the study area was determined to include the portions of the Interstate and arterial street systems as shown in Figure 1. The study area includes the following roadways: Interstate 190 (entire length) Interstate 90, west of I-190 to east of Haines Avenue West Boulevard, south of Omaha Street to south of I-90 Omaha Street, west of West Boulevard to east of th Street Silver Street, west of Boegel Street to West Boulevard North Street, West Boulevard to east of Haines Avenue Mt. Rushmore Road, south of Omaha Street to North Street th Street, south of Omaha Street to North Street Haines Avenue, North Street to north of Disk Drive Anamosa Street, west of West Boulevard to east of Haines Avenue Disk Drive, Howard Street to east of Haines Avenue Interstate interchanges include: I-90/I-190 I-90/Haines Ave. I-190/Silver St. and adjacent ramps Adjacent I-90 interchange ramps necessary to analyze study area ramps operations Arterial intersections include: Disk Dr./Haines Ave. I-90/Haines Ave. Anamosa St./Haines Ave. North St./Haines Ave. th St./Omaha St. Mt. Rushmore Rd./North St. Mt. Rushmore Rd./Omaha St. West Blvd. (W)/Anamosa St. West Blvd. (E)/Anamosa St. Boegel St./Silver St. I-190/Silver St./North St. West Blvd./Omaha St. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 1 of 7
Figure 1 Study Area Subtask 10 Gather existing air-photo and GIS coverage. Airphoto bases were received in March and are being used for development of concepts and other work items. GIS coverage with database was received from SDDOT in April. Other GIS coverage, such as utilities, from the City may be needed for preliminary design. Subtask 103 Gather available traffic data from SDDOT and City. Traffic data was obtained from SDDOT and the City and supplemented by turning movement counts performed by staff. The peak hour Interstate counts are shown in Figures and 3. The peak hour arterial intersection turning movements are shown in Figures 4 and. Subtask 104 Produce peak hour movement forecasts. Traffic forecasting information was obtained from the regional traffic forecasting model maintained by the City and used to produce peak hour movement forecasts. The peak hour Interstate forecasts are shown in Figures 6 and 7. The peak hour arterial intersection turning movements are shown in Figures 8 and 9. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page of 7
70 30 1060 1170 790 330 840 390 130 INTERSTATE 90 130 190 0 1130 HAINES AVENUE 1010 110 30 140 140 660 100 860 INTERSTATE 190 160 60 700 SILVER ST./NORTH ST. 80 410 980 970 SCHEMATIC NOT TO SCALE 010 AM INTERSTATE VOLUMES FIGURE APR. 010
400 470 140 1170 100 10 960 70 1490 INTERSTATE 90 130 460 30 1030 HAINES AVENUE 1000 10 40 140 140 900 80 610 INTERSTATE 190 0 80 60 SILVER ST./NORTH ST. 0 30 780 100 SCHEMATIC NOT TO SCALE 010 PM INTERSTATE VOLUMES FIGURE 3 APR. 010
13 LEGEND TURNING MOVEMENTS DISK DRIVE TRAFFIC SIGNAL 4 0 1 36 6 0 10 6 WEST BOULEVARD 8 7 1 7 36 3 113 1 1 137 79 INTERSTATE 90 137 3 81 89 ANAMOSA STREET 48 63 0 14 48 47 91 7 47 10 118 36 319 101 3 0 STOP SIGN EXISTING ROADS 10 1 3 1 36 19 34 30 8 9 3 44 7 144 98 38 1 9 10 90 18 1 94 43 61 9 68 0 0 9 30 99 11 69 116 183 66 11 13 11 33 66 89 98 HAINES STREET 91 367 0 NORTH STREET SCHEMATIC NOT TO SCALE 010 AM ARTERIAL TURNING VOLUMES FIGURE 4 APR. 010
13 LEGEND TURNING MOVEMENTS DISK DRIVE TRAFFIC SIGNAL 9 14 40 9 3 6 1 6 11 0 1 16 STOP SIGN EXISTING ROADS 17 37 1 WEST BOULEVARD 1 40 4 6 0 74 4 0 7 104 61 17 6 0 380 INTERSTATE 90 388 489 138 444 99 98 160 ANAMOSA STREET 131 61 8 8 78 108 88 100 1 11 111 14 64 846 148 3 8 8 7 41 38 33 10 10 13 1 111 36 6 10 13 47 7 1 118 96 16 7 39 89 71 8 30 61 33 HAINES STREET 0 7 93 46 930 40 NORTH STREET SCHEMATIC NOT TO SCALE 010 PM ARTERIAL TURNING VOLUMES FIGURE APR. 010
490 90 1960 110 1470 90 10 700 40 INTERSTATE 90 0 30 400 070 HAINES AVENUE 180 00 410 70 30 1190 180 140 INTERSTATE 190 0 1010 130 SILVER ST./NORTH ST. 440 730 1760 1740 SCHEMATIC NOT TO SCALE 030 AM INTERSTATE VOLUMES FIGURE 6 APR. 010
90 60 40 160 190 440 170 600 INTERSTATE 90 1030 70 600 690 000 HAINES AVENUE 060 70 310 70 370 160 140 1090 INTERSTATE 190 70 1480 100 SILVER ST./NORTH ST. 30 400 1400 1880 SCHEMATIC NOT TO SCALE 030 PM INTERSTATE VOLUMES FIGURE 7 APR. 010
13 LEGEND TURNING MOVEMENTS DISK DRIVE TRAFFIC SIGNAL 6 70 1 6 3 7 10 1 41 4 39 STOP SIGN EXISTING ROADS 16 33 37 WEST BOULEVARD 3 93 11 4 8 30 4 48 93 1 10 1 41 406 04 17 1 3 47 14 INTERSTATE 90 11 48 89 4 160 ANAMOSA STREET 73 39 67 7 67 801 70 7 146 91 66 147 16 0 446 141 14 8 71 1 18 137 3 64 1 1 301 13 69 98 14 9 8 70 13 3 139 169 97 16 39 868 1 18 17 46 HAINES STREET 10 03 4 17 14 70 NORTH STREET SCHEMATIC NOT TO SCALE 030 AM ARTERIAL TURNING VOLUMES FIGURE 8 APR. 010
13 LEGEND TURNING MOVEMENTS DISK DRIVE TRAFFIC SIGNAL 13 93 6 3 1 10 10 18 6 STOP SIGN EXISTING ROADS 7 9 37 WEST BOULEVARD 34 64 8 38 4 3 40 80 118 6 8 86 1 931 36 78 8 438 INTERSTATE 90 47 38 1 4 103 166 167 ANAMOSA STREET 183 78 11 1 78 691 10 10 160 8 13 1 174 90 88 07 37 136 93 11 88 3 110 33 39 14 10 18 177 1 0 78 10 1 7 6 16 17 103 169 80 97 819 30 31 8 46 HAINES STREET 83 160 17 64 9 6 NORTH STREET SCHEMATIC NOT TO SCALE 030 PM ARTERIAL TURNING VOLUMES FIGURE 9 APR. 010
Subtask 10 Review peak hour movement forecasts with SDDOT and City. Graphics showing the movement forecasts were delivered to SDDOT on 4/3/10 for distribution and review. Subtask 106 Create study area operations models and analyze existing conditions. Operations models were created and Interstate and arterial operations were analyzed. Summaries of the operations analysis results are shown in Tables 1-4. The analyses indicate acceptable Interstate mainline levels of service, with all segments operating at LOS A or B under 010 conditions. Likewise, the Interstate ramps and weave locations operate at LOS A or B under 010 traffic conditions. The 010 arterial intersection levels of service for the study area intersections are also acceptable, ranging from LOS A to C. Analysis outputs are provided in the Appendix. Subtask 107 Update models for future year No Action conditions and repeat analysis. The operations models were updated with the future year traffic forecasts and the operations analysis was repeated, with results shown in Tables 1-. A number of Interstate mainline segments were seen to fall to LOS C by 030, but all segments remained within the acceptable range. All the Interstate ramps remained within acceptable levels of service in 030, except the eastbound I-90 off ramp at Haines Avenue, which operates at LOS F. Interstate weave sections continue to operate at acceptable level of service through 030. Arterial intersection levels of service are acceptable through 030, except the intersection of Disk Dr./Haines Ave., which operates at LOS D in the 030 PM peak hour. Analysis outputs are provided in the Appendix. TABLE 1 INTERSTATE MAINLINE LEVEL OF SERVICE 010 030 ROUTE FROM TO AM PM AM PM I 190 NB OMAHA ST. SILVER ST. A A B C SILVER ST. ANAMOSA ST. A A B B ANAMOSA ST. I 90 A A B B I 190 SB I 90 SILVER OFF A A B B SILVER OFF SILVER ON A A B A SILVER ON OMAHA ST. A A B B I 90 EB DEADWOOD ST. I 190 OFF A A C C I 190 OFF I 190 ON A A B B I 190 ON HAINES OFF A A B B HAINES OFF HAINES ON A A B B HAINES ON LACROSSE OFF A A C C I 90 WB LACROSSE ON HAINES OFF A A C C HAINES OFF HAINES ON A A B B HAINES ON I 190 OFF A A B B I 190 OFF I 190 ON A A B B I 190 ON DEADWOOD ST. A B B C Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 11 of 7
TABLE INTERSTATE RAMP LEVEL OF SERVICE 010 030 ROUTE RAMP AM PM AM PM I 190 NB SILVER OFF A B B B ANAMOSA ON A B B B I 90 OFF A A A A I 190 SB I 90 ON A A B B SILVER OFF A A B A SILVER ON A A B A I 90 EB I 190 OFF A A B B I 190 ON A A B C HAINES OFF A B C F HAINES ON A A B B I 90 WB HAINES OFF A A B B HAINES ON A B B C I 190 OFF A A A A I 190 ON A A A A TABLE 3 INTERSTATE WEAVE LEVEL OF SERVICE 010 030 ROUTE FROM TO AM PM AM PM I 190 NB ANAMOSA I 90 A A B B I 90 EB I 190 HAINES A B C C Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 1 of 7
TABLE 4 LEVEL OF SERVICE SUMMARY STREET INTERSECTIONS EXISTING CONDITIONS LEVEL OF SERVICE V/C RATIO INTERSECTION AM PM AM PM HAINES/DISK A C 0.31 0.63 HAINES/I 90 A B 0.6 0.6 HAINES/ANAMOSA C B 0.9 0.63 HAINES/NORTH B A 0.61 0.4 TH/OMAHA C C 0.1 0.67 MT. RUSHMORE/NORTH A A 0.4 0.38 MT. RUSHMORE/OMAHA C C 0.7 0.6 WEST/ANAMOSA (W) A A 0.7 0.36 WEST/ANAMOSA (E) A A 0. 0. BOEGEL/SILVER A A 0.1 0.4 WEST/NORTH B A 0.34 0.33 WEST/OMAHA C C 0.7 0.73 TABLE LEVEL OF SERVICE SUMMARY STREET INTERSECTIONS 030 CONDITIONS, EXISTING NETWORK LEVEL OF SERVICE V/C RATIO INTERSECTION AM PM AM PM HAINES/DISK A D 0.37 0.79 HAINES/I 90 A B 0.4 0.6 HAINES/ANAMOSA C C 0.6 0.68 HAINES/NORTH B B 0.70 0.6 TH/OMAHA C C 0.70 0.8 MT. RUSHMORE/NORTH C B 0.7 0.41 MT. RUSHMORE/OMAHA C C 0.66 0.66 WEST/ANAMOSA (W) A A 0.8 0.8 WEST/ANAMOSA (E) A A 0.3 0.46 BOEGEL/SILVER A A 0. 0.9 WEST/NORTH C B 0.8 0.0 WEST/OMAHA C C 0.6 Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 13 of 7
Subtask 108 Crash analysis. Crash data for the study area was provided in a geo-referenced database, displayed in ArcGIS format. The GIS allowed display of crash locations on top of a study area map and easy identification of crash clusters and potential crash problems needing improvements. Overall, the Interstate system showed randomly scattered crashes, with two exceptions the I-90/I-190 interchange area and the weave area on eastbound I-90, between I-190 and Haines Avenue. Figure 10 Crash display I-90/I-190 interchange area The I-90/I-190 interchange area (Figure 10), showed a slight concentration of crashes, but analysis of the crash records showed no trend toward any particular type of crash. Rather, crashes appear to be related to operating on hills and curves during winter driving conditions, as well as a number of animal-related crashes. No particular road-related remedy is suggested, although continued attention to winter maintenance may help control crash rates. The crash rate for the eastbound I-90 segment between I-190 and Haines Avenue (Figure 11) appears fairly high, although the rate may be skewed by the short length of the segment. Review of the crash details shows that 83% of the crashes occurred in inclement driving conditions. Again, continued attention to winter maintenance may help control crash rates. Interstate segment crash rates are shown in Table 6. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 14 of 7
Figure 11 Crash display I-90 between I-190 and Haines Avenue TABLE 6 INTERSTATE AREA CRASH RATES CRASH RATE AREA CRASHES MILEAGE AADT (CRASHES PER MILLION VEHICLE MILES) I 90/I 190 INTERCHANGE 31.9 8300 1.18 I 90 EASTBOUND WEAVE, I 190 TO HAINES 1 0.14 16190 4.83 Intersection crash rates for the arterial street intersections are shown in Table 7. The critical crash rate that triggers improvement can vary from community to community and year to year, depending on the statistical analysis of crash rates from a large population of intersections. While the small number of intersections in this study do not permit calculation of a critical crash rate, arterial intersection critical rates in South Dakota usually range in the vicinity of 0.80 1.0 crashes per million entering vehicles. This would point toward the following intersections as potential candidates for improvement: Omaha St./West Blvd./I-190 Omaha St./ th St. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 1 of 7
North St./Mt. Rushmore Rd. Haines St./I-90 Haines St./Disk Dr. Since this study is limited to a small number of arterial intersections, it was possible to review the crash records for each intersection to look for trends and indications of potential problems. The crash location display for each intersection is shown starting on the following page, along with a short summary of the findings. TABLE 7 INTERSECTION CRASH RATES NUMBER DAILY CRASH RATE INTERSECTION OF CRASHES VEHICLES (CRASHES PER MILLION ENTERING VEHICLES) OMAHA/WEST/I 190 7 9,700 1.10 OMAHA/MT. RUSHMORE 8 3,600 0.78 OMAHA/TH 7 49,900 1.04 NORTH/WEST/SILVER 7 8,000 0.80 NORTH/MT. RUSHMORE 10 8,000 1.14 HAINES/TH/NORTH 1 4,000 0.7 HAINES/ANAMOSA 16,100 0.8 WEST/ANAMOSA 3 6,000 0.46 HAINES/I 90 40,900 1.41 HAINES/DISK 31 7,800 1.0 Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 16 of 7
Omaha St./West Blvd./I-190 A total of 7 crashes were reported in three years (007, 008, 009). Over 7% of the crashes were rearend, while over 18% were angle crashes. The crash display indicates that many of the crashes are occurring after vehicles have crossed the stop-bar and entered the intersection. This suggests that rear-end crashes may be occurring due to downstream congestion and downstream merging. Some potential countermeasures may include: Downstream acceleration lane for southbound to westbound right turn. Check peak hour queues on southbound West Boulevard. Check lane marking for double left turn lanes to reduce vehicles drifting into others paths. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 17 of 7
Omaha St./Mt. Rushmore Rd. A total of 8 crashes were reported in three years (007 009), split primarily between rear-end (0%) and angle (3%) crashes. Crash locations are scattered around the intersection, although a concentration may be developing related to the westbound to southbound left turn. No other trends were noted or improvements suggested. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 18 of 7
Omaha St./ th St. A total of 7 crashes were reported in three years (007 009), split primarily between rear-end (7%) and angle (1%) crashes. The majority of the crashes appear to be occurring in the center of the intersection in line with left turn lanes. It is possible that some of the rear-end accidents are occurring due to downstream congestion, perhaps related to railroad operations in the vicinity. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 19 of 7
UI-190/West Blvd./Silver St./North St. A total of 13 crashes were reported at this location, but 6 of the 13 were single-vehicle crashes actually on I- 190 in inclement weather conditions. Seven of the 13 were listed as intersection-related. There were an insufficient number of crashes to establish trends or suggest crash-related improvements. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 0 of 7
Mt. Rushmore Rd./North St./Allen St. A total of 10 crashes were reported in three years (007 009), split primarily between rear-end (30%) and angle (60%) crashes. The intersection is currently operating with all-way stop control. Intersections of this type typically have a slightly higher critical crash rate than larger signal-controlled arterial intersections. It appears that the crash rate at this intersection may not be critical and that the majority of the crashes are related to driver difficulties in determining right-of-way. The location does not currently meet the number of crashes necessary to warrant conversion to a traffic signal, but conditions should continue to be monitored in the future. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 1 of 7
Haines Ave./ th St./North St. A total of 1 crashes were reported in three years (007 009), split primarily between rear-end (7%) and angle (67%) crashes. Most of the crashes were related to drivers failing to yield or not obeying the traffic signals. No other trends were noted and the crash rate does not appear to be critical. No crash-related improvements were suggested. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page of 7
Haines Ave./Anamosa St. A total of 16 crashes were reported in three years (007 009), split primarily between rear-end (31%) and angle (0%) crashes. Most of the crashes were related to drivers failing to yield or not obeying the traffic signals. No other trends were noted and the crash rate does not appear to be critical. No crash-related improvements were suggested. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 3 of 7
Anamosa St./West Blvd. A total of 3 crashes were reported in three years (007 009). No trends were noted and the crash rate does not appear to be critical. No crash-related improvements were suggested. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 4 of 7
I-90/Haines Ave. A total of 40 crashes were reported in the interchange area in a three year period (007-009). A large portion of the crashes (43%) occurred during inclement driving conditions and it appears that a significant number involved single-vehicle incidents on I-90. A cluster of rear-end crashes appears to be developing in the southbound lanes of Haines Ave., south of the interchange. One potential cause for this cluster may be the interaction of vehicles trying to turn left onto Knollwood Dr. The intersection influence areas of these two intersections appear to overlap, making it difficult for drivers to react in time to avoid collisions. While Knollwood Drive serves businesses and residences fronting I-90, safety concerns may require rerouting Knollwood traffic in the future. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page of 7
Haines Ave./Disk Drive A total of 31 crashes were reported in the three reporting years (007-009). They were comprised primarily of rear-end (4%) and angle (48%) crashes. Failure to yield citations were prevalent in the crash records, indicating that some drivers may be using the yellow, all-red and red portions of the turning phases to continue to turn under congested conditions. The intersection crash rate may not reach the critical threshold in a city-wide statistical analysis, but operations at the intersection should be reviewed as development continues and volumes rise. Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 6 of 7
APPENDIX Engineering, Inc. Task 100 Technical Memo 6300 So Old Village Place Suite 100 Sioux Falls, South Dakota 7108 Phone (60) 977-7740 Fax (60) 977-7747 www.hdrinc.com Page 7 of 7
eastbound AM 010 Jurisdiction 3//010 I-90 Deadwood on/i-190 off 1170..0 0.913 6.0 696 6.0 10.7 A.0.0.0 Project - 90 exist mainline1
eastbound AM 010 Jurisdiction 3//010 I-90 I-190 off/i-190 on 840 0.4 -.0 1. 1. 0.97 6.0 470 6.0 7. A.0.0.0 Project - 90 exist mainline
eastbound AM 010 Jurisdiction 3//010 I-90 I-190 on/haines off 130 0.1 -.0 1. 1. 0.97 3 6.0 49 6.0 7.1 A.0.0.0 Project - 90 exist mainline3
eastbound AM 010 Jurisdiction 3//010 I-90 Haines off/haines on 1010 0.4 1.0 1. 1. 0.97 6.0 6 6.0 8.7 A.0.0.0 Project - 90 exist mainline4
eastbound AM 010 Jurisdiction 3//010 I-90 Haines on/lacrosse off 140 0.6 1.0 1. 1. 0.97 6.0 693 6.0 10.7 A.0.0.0 Project - 90 exist mainline
westbound AM 010 Jurisdiction 3//010 I-90 Lacrosse on/haines off 140 0. 0.1 1. 1. 0.97 6.0 693 6.0 10.7 A.0.0.0 Project - 90 exist mainline6
westbound AM 010 Jurisdiction 3//010 I-90 Haines off/haines on 1130 0. 0.1 1. 1. 0.97 6.0 63 6.0 9.7 A.0.0.0 Project - 90 exist mainline7
westbound AM 010 Jurisdiction 3//010 I-90 Haines on/i-190 off 130 0.4.0 1. 1. 0.97 3 6.0 49 6.0 7.6 A.0.0.0 Project - 90 exist mainline8
westbound AM 010 Jurisdiction 3//010 I-90 I-190 off/i-190 on 790 0.4.0 1. 1. 0.97 6.0 44 6.0 6.8 A.0.0.0 Project - 90 exist mainline9
westbound AM 010 Jurisdiction 3//010 I-90 I-190 on/deadwood off 1060..0 0.913 6.0 631 6.0 9.7 A.0.0.0 Project - 90 exist mainline10
northbound AM 010 Jurisdiction 3//010 I-190 Omaha St./Silver St. off 970 0.1 0. 1. 1. 0.97.0 4.0 9.9 A.0.0.0 Project - 190 exist mainline1
northbound AM 010 Jurisdiction 3//010 I-190 Silver St. off/anamosa on 60 0.9.0.0 1. 0.949.0 31.0.8 A.0.0.0 Project - 190 exist mainline
northbound AM 010 Jurisdiction 3//010 I-190 Anamosa on/i-90 off 660 0..0 1. 1. 0.97.0 369.0 6.7 A.0.0.0 Project - 190 exist mainline3
southbound AM 010 Jurisdiction 3//010 I-190 Silver on/omaha 980 0.1-0. 1. 1. 0.97.0 48.0 10.0 A.0.0.0 Project - 190 exist mainline4
southbound AM 010 Jurisdiction 3//010 I-190 Silver off/silver on 700 0. -.0 1. 1. 0.97.0 391.0 7.1 A.0.0.0 Project - 190 exist mainline
southbound AM 010 Jurisdiction 3//010 I-190 I-90 on/silver St. off 860 0.7 -.0 1. 1. 0.97.0 481.0 8.7 A.0.0.0 Project - 190 exist mainline6
Comments AM 010 Jurisdiction 3//010 I-90 EB I-190 off 1 180 1340 390 6.0 0.0 1170 330 390 0.976 1367 386 46 0 1367 1367 1367 98 330 3.9 A 0.68 8.8.0.0.0 8.8 Project - 90-190 eb off
Comments AM 010 Jurisdiction 3//010 I-90 EB I-190 on 180 1 730 330 170 0 6.0 0.0 840 390 98 46 330 386 0 7 0 98 1437 1437 6.6 A 0.180 60.9 60.9.0.0.0 Project - 90-190 eb on
Comments AM 010 Jurisdiction 3//010 I-90 EB 90 Haines off 3 730 1 330 390 1130 30 6.0 4.0 130 0 390 30 1437 7 46 69 39 1.038 148 6 1437 148 1180 0 6.8 A.0.0.0 7.6 0.31 71.3 7.3 Project - 90 haines eb off
Comments AM 010 Jurisdiction 3//010 I-90 EB 90 Haines on 330 1 910 0 170 30 6.0 4.0 1010 30 1180 69 0 7 30 69 0 1180 1449 1449 8.7 A 0.3 9.9 9.9.0.0.0 Project - 90 haines eb on
Comments AM 010 Jurisdiction 3//010 I-90 WB Haines off 400 1 00 0 1390 190 6.0 4.0 140 110 0 190 1449 19 7 0 1449 1449 1449 130 110 4. A 0.310 7.9.0.0.0 7.9 Project - 90 haines wb off
Comments AM 010 Jurisdiction 3//010 I-90 WB Haines on 00 1 0 110 1170 30 6.0 4.0 1130 100 130 117 110 19 30 619 0 130 1437 1437 9.3 A 0.3 9.7 9.7.0.0.0 Project - 90 haines wb on
Comments AM 010 Jurisdiction 3//010 I-90 WB 190 off 3 0 1 070 190 690 70 6.0 4.0 130 30 190 70 14 619 31 3737 0.717 181 6 14 181 93 30-8.9 A.0.0.0 6.9 0.34 71.3 8.9 Project - 90-190 wb off
Comments AM 010 Jurisdiction 3//010 I-90 WB 190 on 070 1 30 4410 6.0 4.0 790 70 93 31 30 619 0.976 0 93 139 139-1.7 A -0.06 66.4 66.4.0.0.0 Project - 90-190 wb on
Comments AM 010 Jurisdiction 3//010 I-190 NB Silver off Specific grade Specific grade 1 4470 410 100.0 4.0 970 410 100 0.976 0.976 0.976 1081 47 117 0 1081 1081 1081 64 410 9.9 A 0.339 0.6.0.0.0 0.6 Project - 190silver nb off
Comments AM 010 Jurisdiction 3//010 I-190 NB Anamosa on 4470 1 100 410 470 390.0 4.0 60 100 64 117 410 479 390 46 0 64 771 771 8. A 0.87 1.3 1.3.0.0.0 Project - 190-Anamosa nb on
Comments AM 010 Jurisdiction 3//010 I-190 NB 90 off 100 1 100 170.0 4.0 660 390 100 0.976 771 46 117 0 771 771 771 31 390-3. A 0.339 0.6.0.0.0 0.6 Project - 190-90 nb off
Comments AM 010 Jurisdiction 3//010 I-190 SB 90 on 1 390 1340 160.0 4.0 30 330 619 386 0.976 160 187 0 619 100 100 4.7 A 0.11.3.3.0.0.0 Project - 190-90 sb on
Comments AM 010 Jurisdiction 3//010 I-190 SB Silver off 390 1 80 330 1340 80.0 4.0 860 160 330 80 100 187 386 37 0 100 100 100 818 160 0.8 A 0.31 0.9.0.0.0 0.9 Project - 190-Silver sb off
Comments AM 010 Jurisdiction 3//010 I-190 SB Silver on 80 1 160 1340.0 4.0 700 80 818 37 160 187 0.976 0 818 114 114.9 A 0.13...0.0.0 Project - 190-Silver sb on
AM 010 I-190 Anamosa NB Jurisdiction 3//010 Comments Project - Anamosa-90 nb weave.0.0.0 390 40 70 60 100 1 1 3 0.66 0.093 31 46 47 70 0 386 888 0.1. 0.97 0.80 0.34 48.4 48.4 4.0 1.3 0.7 0.168 3.1 0.3. 0.97 0.80 0.806 39.9 39.9 4.0 1.3 0.7 0.096 6.0 1.4 1.40 4.6 6. A 3934 3660 3367
AM 010 Comments Jurisdiction 3//010 I-90 I-190 to Haines EB 6 3 1 1 730 0.743 0.43 90 90 300 0 10 10 31 7 608 10 818 0.1. 0.97 0.80 49.4 4.0 1.3 0.7 0.3. 0.97 0.80 37.9 4.0 1.3 0.7 0.601 0.337 1.40 0.193 49.4 6.13 37.9 61.11 1.9 1.40 4.0 6. A 3376 3140.0.0.0 889 Project - I-90 I-190 to Haines weave
eastbound PM 010 Jurisdiction 3//010 I-90 Deadwood on/i-190 off 1170..0 0.913 6.0 696 6.0 10.7 A.0.0.0 Project - 90 exist mainline1 pm
eastbound PM 010 Jurisdiction 3//010 I-90 I-190 off/i-190 on 960 0.4 -.0 1. 1. 0.97 6.0 37 6.0 8.3 A.0.0.0 Project - 90 exist mainline pm
eastbound PM 010 Jurisdiction 3//010 I-90 I-190 on/haines off 130 0.1 -.0 1. 1. 0.97 3 6.0 70 6.0 8.8 A.0.0.0 Project - 90 exist mainline3 pm
eastbound PM 010 Jurisdiction 3//010 I-90 Haines off/haines on 1000 0.4 1.0 1. 1. 0.97 6.0 9 6.0 8.6 A.0.0.0 Project - 90 exist mainline4 pm
eastbound PM 010 Jurisdiction 3//010 I-90 Haines on/lacrosse off 140 0.6 1.0 1. 1. 0.97 6.0 693 6.0 10.7 A.0.0.0 Project - 90 exist mainline pm
westbound PM 010 Jurisdiction 3//010 I-90 Lacrosse on/haines off 140 0. 0.1 1. 1. 0.97 6.0 693 6.0 10.7 A.0.0.0 Project - 90 exist mainline6 pm
westbound PM 010 Jurisdiction 3//010 I-90 Haines off/haines on 1030 0. 0.1 1. 1. 0.97 6.0 76 6.0 8.9 A.0.0.0 Project - 90 exist mainline7 pm
westbound PM 010 Jurisdiction 3//010 I-90 Haines on/i-190 off 1490 0.4.0 1. 1. 0.97 3 6.0 6 6.0 8. A.0.0.0 Project - 90 exist mainline8 pm
westbound PM 010 Jurisdiction 3//010 I-90 I-190 off/i-190 on 100 0.4.0 1. 1. 0.97 6.0 70 6.0 8.8 A.0.0.0 Project - 90 exist mainline9 pm
westbound PM 010 Jurisdiction 3//010 I-90 I-190 on/deadwood off 140..0 0.913 6.0 84 6.0 13.0 B.0.0.0 Project - 90 exist mainline10 pm
northbound PM 010 Jurisdiction 3//010 I-190 Omaha St./Silver St. off 100 0.1 0. 1. 1. 0.97.0 87.0 10.7 A.0.0.0 Project - 190 exist mainline1 pm
northbound PM 010 Jurisdiction 3//010 I-190 Silver St. off/anamosa on 80 0.9.0.0 1. 0.949.0 470.0 8. A.0.0.0 Project - 190 exist mainline pm
northbound PM 010 Jurisdiction 3//010 I-190 Anamosa on/i-90 off 900 0..0 1. 1. 0.97.0 03.0 9. A.0.0.0 Project - 190 exist mainline3 pm
southbound PM 010 Jurisdiction 3//010 I-190 Silver on/omaha 780 0.1-0. 1. 1. 0.97.0 436.0 7.9 A.0.0.0 Project - 190 exist mainline4 pm
southbound PM 010 Jurisdiction 3//010 I-190 Silver off/silver on 60 0. -.0 1. 1. 0.97.0 313.0.7 A.0.0.0 Project - 190 exist mainline pm
southbound PM 010 Jurisdiction 3//010 I-190 I-90 on/silver St. off 610 0.7 -.0 1. 1. 0.97.0 341.0 6. A.0.0.0 Project - 190 exist mainline6 pm
Comments PM 010 Jurisdiction 3//010 I-90 EB I-190 off 1 180 1340 70 6.0 0.0 1170 10 70 0.976 1367 4 666 0 1367 1367 1367 11 10 3.9 A 0. 9.1.0.0.0 9.1 Project - 90-190 eb off pm
Comments PM 010 Jurisdiction 3//010 I-90 EB I-190 on 180 1 730 10 170 30 6.0 0.0 960 70 11 666 10 4 30 619 0 11 1788 1788 9.3 A 0.187 60.7 60.7.0.0.0 Project - 90-190 eb on pm
Comments PM 010 Jurisdiction 3//010 I-90 EB 90 Haines off 3 730 1 330 70 1130 40 6.0 4.0 130 30 70 40 1788 619 666 80 1038 1.198 00 6 1788 00 1168 30 11. B.0.0.0 6.9 0.34 71.3.4 Project - 90 haines eb off pm
Comments PM 010 Jurisdiction 3//010 I-90 EB 90 Haines on 330 1 910 30 170 30 6.0 4.0 1000 40 1168 80 30 619 30 69 0 1168 1449 1449 8.7 A 0.3 9.9 9.9.0.0.0 Project - 90 haines eb on pm
Comments PM 010 Jurisdiction 3//010 I-90 WB Haines off 400 1 00 0 1390 460 6.0 4.0 140 10 0 460 1449 4 7 38 0 1449 1449 1449 104 10 4. A 0.30 7.6.0.0.0 7.6 Project - 90 haines wb off pm
Comments PM 010 Jurisdiction 3//010 I-90 WB Haines on 00 1 0 10 1170 470 6.0 4.0 1030 460 104 38 10 4 470 49 0 104 1741 1741 11. B 0.38 9. 9..0.0.0 Project - 90 haines wb on pm
Comments PM 010 Jurisdiction 3//010 I-90 WB 190 off 3 0 1 070 460 690 400 6.0 4.0 1490 470 460 400 1741 49 38 467 77 0.79 1497 6 1741 1497 119 470-7.1 A.0.0.0 7.0 0.347 71.3 8.7 Project - 90-190 wb off pm
Comments PM 010 Jurisdiction 3//010 I-90 WB 190 on 070 1 470 4410 6.0 4.0 100 400 119 467 470 49 0.976 0 119 169 169-9.4 A -0.0 66.3 66.3.0.0.0 Project - 90-190 wb on pm
Comments PM 010 Jurisdiction 3//010 I-190 NB Silver off Specific grade Specific grade 1 4470 410 80.0 4.0 100 30 80 0.976 0.976 0.976 1170 6 93 0 1170 1170 1170 914 30 10.6 B 0.31 0.8.0.0.0 0.8 Project - 190silver nb off pm
Comments PM 010 Jurisdiction 3//010 I-190 NB Anamosa on 4470 1 100 30 470 70.0 4.0 80 80 98 93 30 69 70 666 0 98 10 10 10.7 B 0.90 1. 1..0.0.0 Project - 190-Anamosa nb on pm
Comments PM 010 Jurisdiction 3//010 I-190 NB 90 off 100 1 80 170.0 4.0 900 70 80 0.976 10 666 93 0 10 10 10 386 70-0.8 A 0.38 0.3.0.0.0 0.3 Project - 190-90 nb off pm
Comments PM 010 Jurisdiction 3//010 I-190 SB 90 on 1 390 1340 0.0 4.0 470 10 49 4 0.976 0 8 0 49 79 79 3. A 0.09.3.3.0.0.0 Project - 190-90 sb on pm
Comments PM 010 Jurisdiction 3//010 I-190 SB Silver off 390 1 80 10 1340 0.0 4.0 610 0 10 0 713 8 4 7 0 713 713 713 64 0-1.7 A 0.303 1.1.0.0.0 1.1 Project - 190-Silver sb off pm
Comments PM 010 Jurisdiction 3//010 I-190 SB Silver on 80 1 0 1340.0 4.0 60 0 64 7 0 8 0.976 0 64 911 911 4.1 A 0.10.3.3.0.0.0 Project - 190-Silver sb on pm
PM 010 I-190 Anamosa NB Jurisdiction 3//010 Comments Project - Anamosa-90 nb weave pm.0.0.0 70 30 400 0 100 1 1 3 0.71 0.00 467 666 3 8 701 6 17 0.1. 0.97 0.80 0.476 4. 4. 4.0 1.3 0.7 0.60 0.71 0.3. 0.97 0.80 1.111 36.3 36.3 4.0 1.3 0.7 0.149 4.18 1.9 1.40 4.3 9.7 A 3917 3644 33
PM 010 Comments Jurisdiction 3//010 I-90 I-190 to Haines EB 6 3 1 1 730 0.3 0.00 1000 00 330 330 1168 34 386 386 771 140 173 0.1. 0.97 0.80 44.1 4.0 1.3 0.7 0.891 0.439 44.1 3.3 1.09 1.40 49.6 14.6 B 4816 4480.0.0.0 41 Project - I-90 I-190 to Haines weave pm
eastbound AM 030 Jurisdiction 4//010 I-90 Deadwood on/i-190 off 110..0 0.913 6.0 16 6.0 19.3 C.0.0.0 Future AM - Analysis1
eastbound AM 030 Jurisdiction 4//010 I-90 I-190 off/i-190 on 10 0.4 -.0 1. 1. 0.97 6.0 80 6.0 13.1 B.0.0.0 Future AM - Analysis1
eastbound AM 030 Jurisdiction 4//010 I-90 I-190 on/haines off 0 0.1 -.0 1. 1. 0.97 3 6.0 88 6.0 1.7 B.0.0.0 Future AM - Analysis1
eastbound AM 030 Jurisdiction 4//010 I-90 Haines off/haines on 180 0.4 1.0 1. 1. 0.97 6.0 1018 6.0 1.7 B.0.0.0 Future AM - Analysis1
eastbound AM 030 Jurisdiction 4//010 I-90 Haines on/lacrosse off 30 0.6 1.0 1. 1. 0.97 6.0 147 6.0 19. C.0.0.0 Future AM - Analysis1
westbound AM 030 Jurisdiction 4//010 I-90 Lacrosse on/haines off 70 0. -1.0 1. 1. 0.97 6.0 169 6.0 19. C.0.0.0 Future AM - Analysis1
westbound AM 030 Jurisdiction 4//010 I-90 Haines off/haines on 070 0. -1.0 1. 1. 0.97 6.0 118 6.0 17.8 B.0.0.0 Future AM - Analysis1
westbound AM 030 Jurisdiction 4//010 I-90 Haines on/i-190 off 40 0.4.0 1. 1. 0.97 3 6.0 90 6.0 13.9 B.0.0.0 Future AM - Analysis1
westbound AM 030 Jurisdiction 4//010 I-90 I-190 off/i-190 on 1470 0.4.0 1. 1. 0.97 6.0 8 6.0 1.6 B.0.0.0 Future AM - Analysis1
westbound AM 030 Jurisdiction 4//010 I-90 I-190 on/deadwood off 1960..0 0.913 6.0 1166 6.0 17.9 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 Omaha/Silver 1740 0.1 0. 1. 1. 0.97.0 973.0 17.7 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 Silver/Anamosa 130 0.9.0.0 1. 0.949.0 76.0 13.7 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 Anamosa on/i-90 off 1190 0..0 1. 1. 0.97.0 66.0 1.1 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 Silver on/omaha 1760 0.1-0. 1. 1. 0.97.0 984.0 17.9 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 Silver off/silver on 130 0. -.0 1. 1. 0.97.0 738.0 13.4 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 I-90 on/silver off 140 0.7 -.0 1. 1. 0.97.0 861.0 1.7 B.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-90 EB I-190 off 1 180 1340 700 6.0 4.0 110 90 700 0.976 46 689 818 0 46 46 46 1776 90 13.4 B 0.360 6.7.0.0.0 6.7 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 EB I-190 on 180 1 730 90 170 400 6.0 4.0 10 700 1776 818 90 689 400 467 0 1776 94 94 1. B 0.3 9.7 9.7.0.0.0 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 EB 90 Haines off 3 730 1 330 700 1130 410 6.0 4.0 0 400 700 410 94 467 818 479 897 1.93 316 6 94 316 17 400 1.7 C.0.0.0 7. 0.340 71.3 4.6 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 EB 90 Haines on 330 1 910 400 170 410 6.0 4.0 180 410 17 479 400 467 410 479 0 17 606 606 17.6 B 0.60 9.0 9.0.0.0.0 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 WB Haines off 400 1 00 400 1390 30 6.0 4.0 70 00 400 30 6 34 467 409 0 6 6 6 419 00 14.6 B 0.319 7.7.0.0.0 7.7 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 WB Haines on 00 1 0 00 1170 90 6.0 4.0 070 30 419 409 00 34 90 1110 0 419 88 88 0.0 B 0.8 8. 8..0.0.0 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 WB 190 off 0 1 070 30 640 490 6.0 4.0 40 90 30 490 88 1110 409 73 0 88 88 88 1718 90 4.8 A 0.398.8.0.0.0.8 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-90 WB 190 on 070 1 90 4410 6.0 4.0 1470 490 1718 73 90 1110 0.976 0 1718 90 90-4.6 A -0.037 6.9 6.9.0.0.0 Future AM - Analysis4
Comments AM 030 Jurisdiction 4//010 I-190 NB Silver off Level Level 1 4740 410 180.0 4.0 1740 730 180 0.976 0.976 0.976 1939 813 10 0 1939 1939 1939 11 730 17. B 0.371 0..0.0.0 0. Future AM - Analysis
Comments AM 030 Jurisdiction 4//010 I-190 NB Anamosa on 4740 1 100 730 470 700.0 4.0 1010 180 1180 10 730 83 700 818 0 1180 1390 1390 13.3 B 0.94 1. 1..0.0.0 Future AM - 190silver nb off
Comments AM 030 Jurisdiction 4//010 I-190 NB 90 off 100 1 180 170.0 4.0 1190 700 180 0.976 1390 818 10 0 1390 1390 1390 73 700.1 A 0.37 0..0.0.0 0. Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 SB 90 on 1 390 1340 0.0 4.0 90 90 1110 689 0.976 0 7 0 1110 1799 1799 10.8 B 0.4.1.1.0.0.0 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 SB Silve off 390 1 80 90 810 440.0 4.0 140 0 90 440 1799 7 689 14 0 1799 1799 1799 14 0 1.4 B 0.31 0.8.0.0.0 0.8 Future AM - Analysis1
Comments AM 030 Jurisdiction 4//010 I-190 SB Silver on 80 1 0 870.0 4.0 130 440 14 14 0 7 0.976 0 14 07 07 1.8 B 0.73 1.4 1.4.0.0.0 Future AM - Analysis1
AM 030 I-190 Anamosa NB Jurisdiction 4//010 Comments Future AM - Analysis.0.0.0 700 90 490 90 100 1 1 3 0.77 0.114 73 818 10 10 93 678 1601 0.1. 0.97 0.80 0.61 4.8 4.8 4.0 1.3 0.7 0.37 47.79 0.3. 0.97 0.80 1.449 33.4 33.4 4.0 1.3 0.7 0.13.10 1.64 1.40 39.4 13.6 B 390 3630 3339
AM 030 Comments Jurisdiction 4//010 I-90 I-190 to Haines EB 6 3 1 1 730 0.40 0.86 00 00 00 00 360 34 34 84 818 94 341 0.1. 0.97 0.80 40.8 4.0 1.3 0.7 1.13 0.3 40.8 0.4 0.91 1.40 47.7.0.0.0 3.8 C 9 489 401 Future AM - Analysis
eastbound PM 030 Jurisdiction 4/6/010 I-90 Deadwood/I-190 160..0 0.913 6.0 18 6.0 19.8 C.0.0.0 Capacity files - 90 future mainline1
eastbound PM 030 Jurisdiction 4/6/010 I-90 I-190 off/i-190 on 170 0.4 -.0 1. 1. 0.97 6.0 96 6.0 14.8 B.0.0.0 Capacity files - 90 future mainline
eastbound PM 030 Jurisdiction 4/6/010 I-90 I-190/Haines 70 0.1 -.0 1. 1. 0.97 3 6.0 10 6.0 1.8 B.0.0.0 Capacity files - 90 future mainline3
eastbound PM 030 Jurisdiction 4/6/010 I-90 Haines off/haines on 060 0.4 1.0 1. 1. 0.97 6.0 11 6.0 17.7 B.0.0.0 Capacity files - 90 future mainline4
eastbound PM 030 Jurisdiction 4/6/010 I-90 Haines/Lacrosse 370 0.6 1.0 1. 1. 0.97 6.0 13 6.0 0.4 C.0.0.0 Capacity files - 90 future mainline
westbound PM 030 Jurisdiction 4/6/010 I-90 Lacrosse/Haines 70 0. -1.0 1. 1. 0.97 6.0 169 6.0 19. C.0.0.0 Capacity files - 90 future mainline6
westbound PM 030 Jurisdiction 4/6/010 I-90 Haines off/haines on 000 0. -1.0 1. 1. 0.97 6.0 1118 6.0 17. B.0.0.0 Capacity files - 90 future mainline7
westbound PM 030 Jurisdiction 4/6/010 I-90 Haines/I-190 600 0.4.0 1. 1. 0.97 3 6.0 969 6.0 14.9 B.0.0.0 Capacity files - 90 future mainline8
westbound PM 030 Jurisdiction 4/6/010 I-90 I-190 off/i-190 on 190 0.4.0 1. 1. 0.97 6.0 1091 6.0 16.8 B.0.0.0 Capacity files - 90 future mainline9
westbound PM 030 Jurisdiction 4/6/010 I-90 I-190/Deadwood 40..0 0.913 6.0 11 6.0 3.3 C.0.0.0 Capacity files - 90 future mainline10
northbound PM 030 Jurisdiction 4/6/010 I-190 Omaha/Silver 1880 0.1 0. 1. 1. 0.97.0 101.0 19.1 C.0.0.0 Capacity files - 190 future mainline1
northbound PM 030 Jurisdiction 4/6/010 I-190 Silver/Anamosa 1480 0.9.0.0 1. 0.949.0 848.0 1.4 B.0.0.0 Capacity files - 190 future mainline
northbound PM 030 Jurisdiction 4/6/010 I-190 Anamosa/I-90 160 0..0 1. 1. 0.97.0 906.0 16. B.0.0.0 Capacity files - 190 future mainline3
southbound PM 030 Jurisdiction 4/6/010 I-190 Silver/Omaha 1400 0.1-0. 1. 1. 0.97.0 783.0 14. B.0.0.0 Capacity files - 190 future mainline4
southbound PM 030 Jurisdiction 4/6/010 I-190 Silver off/silver on 100 0. -.0 1. 1. 0.97.0 70.0 10.4 A.0.0.0 Capacity files - 190 future mainline
southbound PM 030 Jurisdiction 4/6/010 I-190 I-90/Silver 1090 0.7 -.0 1. 1. 0.97.0 610.0 11.1 B.0.0.0 Capacity files - 190 future mainline6
Comments PM 030 Jurisdiction 4/6/010 I-90 EB I-190 off 1 180 1340 1030 6.0 4.0 160 440 1030 0.976 4 14 104 0 4 4 4 010 440 13.9 B 0.344 7.1.0.0.0 7.1 Capacity files - 90 future eb 190 off
Comments PM 030 Jurisdiction 4/6/010 I-90 EB I-190 on 180 1 730 440 170 690 6.0 4.0 170 1030 010 104 440 14 690 806 0 010 313 313 0.1 C 0.77 8.6 8.6.0.0.0 Capacity files - 90 future eb 190 on
Comments PM 030 Jurisdiction 4/6/010 I-90 EB Haines off 3 730 1 330 1030 1130 310 6.0 4.0 70 690 1030 310 313 806 104 36 14391 1.87 467 6 313 467 407 690 F.0.0.0 Capacity files - 90 future eb haines off
Comments PM 030 Jurisdiction 4/6/010 I-90 EB Haines on 330 1 910 690 170 430 6.0 4.0 060 310 407 36 690 806 430 0 0 407 769 769 18.9 B 0.69 8.8 8.8.0.0.0 Capacity files - 90 future eb haines on
Comments PM 030 Jurisdiction 4/6/010 I-90 WB Haines off 400 1 00 40 1390 600 6.0 4.0 70 70 40 600 6 31 6 701 0 6 6 6 337 70 14.6 B 0.36 7..0.0.0 7. Capacity files - 90 future wb haines off
Comments PM 030 Jurisdiction 4/6/010 I-90 WB Haines on 00 1 0 70 1170 60 6.0 4.0 000 600 337 701 70 31 60 760 0 337 3038 3038 1. C 0.97 8. 8..0.0.0 Capacity files - 90 future wb haines on
Comments PM 030 Jurisdiction 4/6/010 I-90 WB 190 off 3 0 1 070 600 640 90 6.0 4.0 600 60 600 90 3038 760 701 689 8431 0.789 8 6 3038 8 79 60. A.0.0.0 6.6 0.366 71.3 8. Capacity files - 90 future wb 190 off
Comments PM 030 Jurisdiction 4/6/010 I-90 WB 190 on 070 1 60 4410 6.0 4.0 190 90 79 689 60 760 0.976 0 79 968 968 0.7 A 0.000 6.0 6.0.0.0.0 Capacity files - 90 future wb 190 on
Comments PM 030 Jurisdiction 4/6/010 I-190 NB Silver off Level Level 1 4740 410 140.0 4.0 1880 400 140 0.976 0.976 0.976 09 446 164 0 09 09 09 1649 400 18.6 B 0.338 0.6.0.0.0 0.6 Capacity files - 190 future nb Silver off
Comments PM 030 Jurisdiction 4/6/010 I-190 NB Anamosa on 4740 1 100 400 470 1030.0 4.0 1480 140 179 164 400 0.976 446 1030 104 0 179 1893 1893 17. B 0.30 1.0 1.0.0.0.0 Capacity files - 190 future nb Anamosa
Comments PM 030 Jurisdiction 4/6/010 I-190 NB 90 off 100 1 140 170.0 4.0 160 1030 140 0.976 1893 104 164 0 1893 1893 1893 689 1030 6.4 A 0.406 49.7.0.0.0 49.7 Capacity files - 190 future nb 90 off
Comments PM 030 Jurisdiction 4/6/010 I-190 SB 90 on 1 390 1340 70.0 4.0 60 440 760 14 0.976 70 8 0 760 174 174 6.8 A 0.14...0.0.0 Capacity files - 190 future sb 90 on
Comments PM 030 Jurisdiction 4/6/010 I-190 SB Silver off 390 1 80 440 810 30.0 4.0 1090 70 440 30 0.976 174 8 14 390 0 174 174 174 119 70 7.9 A 0.30 1.0.0.0.0 1.0 Capacity files - 190 future sb silver off
Comments PM 030 Jurisdiction 4/6/010 I-190 SB Silver on Level Level 80 1 70 810.0 4.0 100 30 0.976 0.976 1136 390 70 8 0.976 0 1136 16 16 1.1 B 0.66 1. 1..0.0.0 Capacity files - 190 future sb silver on
PM 030 Comments Jurisdiction 4/6/010 I-190 Anamosa NB 3 1 1 100 0.74 0.09 670 80 90 60 783 93 1110 70 1180 876 07 0.1. 0.97 0.80 40. 4.0 1.3 0.7 0.3. 0.97 0.80 30.8 4.0 1.3 0.7 0.789 0.1 1.841 0.93 40. 44.76 30.8 49.81 1.69 1.40 36.8 18.6 B 3910 3637.0.0.0 3346 Capacity files - 190 future anamosa weave
PM 030 Comments Jurisdiction 4/6/010 I-90 190-Haines 6 3 1 1 730 0.378 0.337 1370 340 30 690 1601 397 409 806 11 1998 313 0.1. 0.97 0.80 38.4 4.0 1.3 0.7 1.3 0.781 38.4 4.88 1.1 1.40 4.7.1 C 4737 4407.0.0.0 404 Capacity files - 90 future wb haines weave
Comments PM 030 Jurisdiction 4/6/010 I-90 EB Haines off 3 730 330 1030 360 310 6.0 4.0 70 690 1030 310 313 806 104 36 14391 0.40 1889 6 313 1889 407 690 11.7 B.0.0.0 6. 0.371 70.0 61.4 Capacity files - 90 future eb haines off rem
HCM Signalized Intersection Capacity Analysis 3: Disk Drive & Haines St. 4/7/010 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 1 7 36 1 1 3 113 1 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.9 0.9 Frt 0.8 0.86 0.8 Flt Protected 0.9 0.9 0.9 0.9 Satd. Flow (prot) 1770 1863 183 1770 1600 1770 339 183 1770 33 Flt Permitted 0.0 0.34 0.60 Satd. Flow (perm) 1863 1863 183 931 1600 63 339 183 1117 33 Peak-hour factor, PHF 0.79 0.79 0.79 0.73 0.73 0.73 0.67 0.67 0.67 Adj. Flow (vph) 1 9 46 34 1 16 4 13 749 6 RTOR Reduction (vph) 0 0 43 0 13 0 0 0 47 0 0 0 Lane Group Flow (vph) 1 9 3 34 4 0 4 76 7 0 Turn Type Perm Perm pm+pt pm+pt Perm pm+pt Protected Phases 4 3 8 1 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 4.0 4.0 4.0 9.6 9.6 38.4 37.1 37.1 38.4 37.1 Effective Green, g (s) 4.0 4.0 4.0 9.6 9.6 38.4 37.1 37.1 38.4 37.1 Actuated g/c Ratio 0.07 0.07 0.07 0.16 0.16 0.64 0.6 0.6 0.64 0.6 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 14 14 106 171 6 431 188 979 79 186 v/s Ratio Prot 0.00 c0.01 0.00 c0.00 0.07 0.00 c0.1 v/s Ratio Perm 0.00 0.00 c0.03 0.04 0.0 0.0 v/c Ratio 0.01 0.07 0.03 0.0 0.01 0.06 0.11 0.08 0.03 0.3 Uniform Delay, d1 6.1 6.3 6. 1.7 1. 4.0 4.7 4.6 3.9.6 Progression Factor Incremental Delay, d 0.0 0. 0.1 0.6 0.0 0.1 0.1 0. 0.0 0.4 Delay (s) 6. 6. 6.3.3 1. 4.1 4.8 4.7 4.0 6.0 Level of Service C C C C C A A A A A Approach Delay (s) 6.3 1.9 4.7.9 Approach LOS C C A A Intersection Summary HCM Average Control Delay 7.1 HCM Level of Service A HCM Volume to Capacity ratio 0.31 Actuated Cycle Length (s) 60.0 Sum of lost time (s) 1.0 Intersection Capacity Utilization 33.8% ICU Level of Service A Analysis Period (min) 1 c Critical Lane Group AM Existing Synchro 7 - Report Page 1
HCM Signalized Intersection Capacity Analysis 37: I-90 & Haines St. 4/7/010 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 137 0 79 89 0 14 48 81 3 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.97 0.9 0.9 Frt 0.8 0.8 0.8 0.8 Flt Protected 0.9 0.9 0.9 0.9 Satd. Flow (prot) 3433 183 3433 183 1770 339 183 1770 339 183 Flt Permitted 0.9 0.9 0.9 0.9 Satd. Flow (perm) 3433 183 3433 183 1770 339 183 1770 339 183 Peak-hour factor, PHF 0.76 0.76 0.76 0.80 0.80 0.80 0.84 0.84 0.84 0.7 0.7 0.7 Adj. Flow (vph) 180 0 104 111 0 31 6 173 7 108 313 183 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 180 0 104 111 0 31 6 173 7 108 313 183 Turn Type Prot Free Prot Free Prot Free Prot Free Protected Phases 7 3 1 6 Permitted Phases Free Free Free Free Actuated Green, G (s) 4.0 40.0 4.0 40.0.0 0.4 40.0 3.6.0 40.0 Effective Green, g (s) 4.0 40.0 4.0 40.0.0 0.4 40.0 3.6.0 40.0 Actuated g/c Ratio 0.10 0.10 0.0 0.1 0.09 0. Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 343 183 343 183 89 180 183 19 1946 183 v/s Ratio Prot c0.0 0.03 0.04 0.0 c0.06 c0.09 v/s Ratio Perm 0.07 0.0 0.04 c0.1 v/c Ratio 0. 0.07 0.3 0.0 0.70 0.10 0.04 0.68 0.16 0.1 Uniform Delay, d1 17.1 0.0 16.7 0.0 18.7.0 0.0 17.6 4.4 0.0 Progression Factor Incremental Delay, d 1. 0.1 0.6 0.0 1.1 0.1 0.0 11.0 0. 0.1 Delay (s) 18. 0.1 17.3 0.0 39.8. 0.0 8.6 4.6 0.1 Level of Service B A B A D A A C A A Approach Delay (s) 11.8 13. 11. 7.6 Approach LOS B B B A Intersection Summary HCM Average Control Delay 10.0 HCM Level of Service A HCM Volume to Capacity ratio 0.6 Actuated Cycle Length (s) 40.0 Sum of lost time (s) 8.0 Intersection Capacity Utilization 3.7% ICU Level of Service A Analysis Period (min) 1 c Critical Lane Group AM Existing Synchro 7 - Report Page 1
HCM Signalized Intersection Capacity Analysis 8: Anamosa St. & Haines St. 4/7/010 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 47 91 7 118 10 47 36 319 101 0 63 48 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.9 0.9 Frt 0.94 0.9 0.96 0.99 Flt Protected 0.9 0.9 0.9 0.9 Satd. Flow (prot) 1770 17 1770 1776 1770 341 1770 30 Flt Permitted 0.4 0.7 0.0 0.37 Satd. Flow (perm) 1003 17 1067 1776 373 341 686 30 Peak-hour factor, PHF 0.74 0.74 0.74 0.69 0.69 0.69 0.77 0.77 0.77 0.69 0.69 0.69 Adj. Flow (vph) 64 13 77 171 1 68 47 414 131 7 90 70 RTOR Reduction (vph) 0 37 0 0 7 0 0 1 0 0 9 0 Lane Group Flow (vph) 64 163 0 171 193 0 47 494 0 7 981 0 Turn Type pm+pt pm+pt pm+pt pm+pt Protected Phases 7 4 3 8 1 6 Permitted Phases 4 8 6 Actuated Green, G (s) 0.0 16.0 0.0 16.0 4.0 0.0 4.0 0.0 Effective Green, g (s) 0.0 16.0 0.0 16.0 4.0 0.0 4.0 0.0 Actuated g/c Ratio 0.33 0.7 0.33 0.7 0.40 0.33 0.40 0.33 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 38 468 403 474 4 1137 347 1167 v/s Ratio Prot 0.01 0.09 c0.03 0.11 0.01 0.14 c0.01 c0.8 v/s Ratio Perm 0.04 c0.11 0.06 0.07 v/c Ratio 0.17 0.3 0.4 0.41 0.19 0.43 0.1 0.84 Uniform Delay, d1 13.9 17.8 14.9 18.1 1.4 1.6 11.4 18. Progression Factor Incremental Delay, d 0.9.0 3.3.6 1.8 1. 1.4 7.4 Delay (s) 14.8 19.8 18.1 0.7 14. 16.8 1.7.9 Level of Service B B B C B B B C Approach Delay (s) 18.6 19.6 16.6.0 Approach LOS B B B C Intersection Summary HCM Average Control Delay 1. HCM Level of Service C HCM Volume to Capacity ratio 0.9 Actuated Cycle Length (s) 60.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 0.6% ICU Level of Service A Analysis Period (min) 1 c Critical Lane Group AM Existing Synchro 7 - Report Page 1
HCM Signalized Intersection Capacity Analysis 1: North Street & Haines St. 4/7/010 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 11 69 116 33 11 13 91 367 0 11 66 183 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.9 0.9 0.9 Frt 0.8 0.98 0.98 0.97 Flt Protected 0.9 0.9 0.9 0.9 Satd. Flow (prot) 1770 1863 183 1770 3483 1770 347 1770 34 Flt Permitted 0.63 0.69 0.16 0.46 Satd. Flow (perm) 1178 1863 183 183 3483 300 347 860 34 Peak-hour factor, PHF 0.6 0.6 0.6 0.66 0.66 0.66 0.81 0.81 0.81 0.8 0.8 0.8 Adj. Flow (vph) 186 106 178 0 170 0 11 43 6 13 811 3 RTOR Reduction (vph) 0 0 136 0 1 0 0 17 0 0 41 0 Lane Group Flow (vph) 186 106 4 0 17 0 11 498 0 13 993 0 Turn Type Perm Perm Perm pm+pt Perm Protected Phases 4 8 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 13.1 13.1 13.1 13.1 13.1 33.9 33.9 6.0 6.0 Effective Green, g (s) 13.1 13.1 13.1 13.1 13.1 33.9 33.9 6.0 6.0 Actuated g/c Ratio 0.4 0.4 0.4 0.4 0.4 0.6 0.6 0.47 0.47 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 81 444 377 306 830 89 14 407 1619 v/s Ratio Prot 0.06 0.0 c0.03 0.14 c0.9 v/s Ratio Perm c0.16 0.03 0.04 0.1 0.0 v/c Ratio 0.66 0.4 0.11 0.16 0.1 0.39 0.3 0.03 0.61 Uniform Delay, d1 18.9 16.9 16.4 16.6 16.8 6. 4.7 7.8 10.8 Progression Factor Incremental Delay, d.8 0.3 0.1 0.3 0.1 0.9 0.3 0.1 1.7 Delay (s) 4.7 17. 16. 16.9 16.9 7.0.0 7.9 1. Level of Service C B B B B A A A B Approach Delay (s) 19.9 16.9.3 1. Approach LOS B B A B Intersection Summary HCM Average Control Delay 1. HCM Level of Service B HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s).0 Sum of lost time (s) 1.0 Intersection Capacity Utilization.8% ICU Level of Service A Analysis Period (min) 1 c Critical Lane Group AM Existing Synchro 7 - Report Page 1
HCM Signalized Intersection Capacity Analysis 19: Omaha St. & th St. 4/7/010 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 19 6 10 168 74 3 0 331 39 94 37 109 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.97 0.91 0.97 0.91 0.9 0.9 Frt 0.98 0.99 0.8 0.8 Flt Protected 0.9 0.9 0.9 0.9 Satd. Flow (prot) 3433 496 3433 01 1770 339 183 1770 339 183 Flt Permitted 0.9 0.9 0.3 0.4 Satd. Flow (perm) 3433 496 3433 01 981 339 183 781 339 183 Peak-hour factor, PHF 0.84 0.84 0.84 0.86 0.86 0.86 0.80 0.80 0.80 0.98 0.98 0.98 Adj. Flow (vph) 189 744 143 19 866 41 6 414 49 96 380 111 RTOR Reduction (vph) 0 48 0 0 9 0 0 0 3 0 0 0 Lane Group Flow (vph) 189 839 0 19 898 0 6 414 14 96 380 111 Turn Type Prot Prot pm+pt Perm pm+pt Free Protected Phases 7 4 3 8 1 6 Permitted Phases 6 Free Actuated Green, G (s) 6.9 1.4 6.9 1.4 0.1 17.7 17.7 3.3 19.3 60.0 Effective Green, g (s) 6.9 1.4 6.9 1.4 0.1 17.7 17.7 3.3 19.3 60.0 Actuated g/c Ratio 0.1 0.6 0.1 0.6 0.34 0.9 0.9 0.39 0.3 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 39 174 39 196 360 1044 467 369 1138 183 v/s Ratio Prot 0.06 0.17 c0.06 c0.18 0.01 c0.1 c0.0 0.11 v/s Ratio Perm 0.0 0.01 0.08 c0.07 v/c Ratio 0.48 0.66 0.49 0.69 0.17 0.40 0.03 0.6 0.33 0.07 Uniform Delay, d1 4.9 0.0 4.9 0. 13.7 16.9 1.0 1.0 1. 0.0 Progression Factor 0.70 1. Incremental Delay, d 0.6 0.9 1.0 1.6 0. 1.1 0.1 0.4 0.8 0.1 Delay (s) 18.0 31..9 1.8 14.0 18.0 1. 1.4 16.3 0.1 Level of Service B C C C B B B B B A Approach Delay (s) 8.9. 17.3 1.6 Approach LOS C C B B Intersection Summary HCM Average Control Delay.0 HCM Level of Service C HCM Volume to Capacity ratio 0.1 Actuated Cycle Length (s) 60.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 1 c Critical Lane Group AM Existing Synchro 7 - Report Page 1