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Appendix D Traffic Impact Analysis - westplainseis.com

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7.1.3 2032 With Project (Alternatives 1, 2 & 3) Mitigations and Descriptions<br />

Listed below are improvements re<strong>com</strong>mended for consideration to reduce traffic impacts associated with<br />

the subject project. The project’s re<strong>com</strong>mended proportional share contribution for each mitigation is<br />

also listed. The proportional share for off-site intersections is calculated by divided the project generated<br />

traffic volume by the total intersection volume for each respective scenario.<br />

2032 Alternative 1 Mitigations:<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

<br />

Hwy 2 / Craig: Install traffic signal and widen/improve intersection approaches to include dual<br />

EB, NB and SB left turn lanes and a 2 nd NB thru lane. Alternatively, consider installation of a<br />

roundabout.<br />

Project Proportional Share: 30.0%<br />

Resulting LOS & Delay (sec): F/101.5 / F/94.9<br />

Hwy 2 / Lundstrom: Restripe and widen approaches to ac<strong>com</strong>modate exclusive NB and SB right<br />

turn lanes. Alternatively, consider restriction of NB and SB left turn movements and installation<br />

of EB/WB right turn lanes.<br />

Project Proportional Share: 25.5%<br />

Resulting LOS & Delay (sec): F/ n/a / E/42.3 (alternative – turn restriction)<br />

Hwy 2 / Lawson: Modify the signal timing. Modify and widen NB and SB approaches as<br />

necessary to provide dedicated left turn lanes.<br />

Project Proportional Share: 25.1%<br />

Resulting LOS & Delay (sec): D/40.6<br />

Hwy 2 / Garfield: Optimize signal timing. Alternatively, modify signal timing and add 3 rd EB<br />

and WB auxiliary through lanes.<br />

Project Proportional Share: 20.4%<br />

Resulting LOS & Delay (sec): F/131.5 / C/25.0 (alternative)<br />

Hwy 2 / Hayford: Optimize signal timing and consider converting the inside SB thru lane to a<br />

2 nd SB left turn lane. Widen the EB and NB approaches for exclusive right turn lanes. Restripe<br />

the wide paved median for a 2 nd WB left turn lane. Add 2 nd NB left turn lane. Add a 3 rd WB thru<br />

lane on the approach and downstream of the intersection as an auxiliary thru lane.<br />

Project Proportional Share: 15.3%<br />

Resulting LOS & Delay (sec): F/95.4<br />

Craig / SR 902: Install traffic signal or consider installation of a roundabout.<br />

Project Proportional Share: 27.0%<br />

Resulting LOS & Delay (sec): C/20.7 / B/16.1 (roundabout)<br />

Hwy 2 / Fairchild AFB: Modify signal timing. Add NB left turn lane and WB thru lane.<br />

Project Proportional Share: 11.6%<br />

Resulting LOS & Delay (sec): D/50.5<br />

Craig / Sixth Ave.: Widen the intersection approach to provide and exclusive NB right turn lane<br />

or consider installation of a roundabout.<br />

Project Proportional Share: 33.5%<br />

Resulting LOS & Delay (sec): E/47.3 / C/20.5 (roundabout)<br />

Hwy 2 / Middle Driveway: Install traffic signal and approach improvements (SB Middle<br />

Driveway); install a WB right turn lane. Alternatively, consider installation of a roundabout.<br />

Project Proportional Share: 100%<br />

Resulting LOS & Delay (sec): D/51.0 / F/110 (roundabout)<br />

<br />

Craig / North Driveway.: Consider adding a 2 nd NB thru lane. If this improvement is chosen it<br />

is re<strong>com</strong>mended that the 2 nd NB thru lane be continuous from Highway 2 to 6 th Ave.<br />

Alternatively, consider installation of a roundabout which would also achieve a satisfactory level<br />

of service.<br />

Project Proportional Share: 100%<br />

Resulting LOS & Delay (sec): E/37.3 / B/11.4<br />

West Plains Development – Spokane Tribe Page | 84<br />

<strong>Traffic</strong> <strong>Impact</strong> <strong>Analysis</strong> April 28, 2011

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