CURRENTLY WORK IS UNDERWAY
SEE DETOUR MAP BELOW: WOODED ACRES ROAD CLOSURE - DETOUR MAP.pdf
Expect delays as this project will be ongoing for a while. See map below:
Upcoming chip seal projects in District 3 beginning Monday, August 12, 2019 are as follows:
1) Upper Pack River Rd 7.1 Miles
2) Elmira Rd .4 Miles
3) Samuels Rd 3.67 Miles
4) Grouse Creek Cutoff 1.2 Miles
5) Jacobson Rd 1.52 Miles
6) Lower Pack River Rd 3.03 Miles
Pilot cars will be leading traffic through, expect delays.
This project is progressing nicely. The culvert is installed and compaction of fill is underway. Weather permitting, Sunnyside Road should be reopened Friday by 4 pm.
Today, the contractor is working on Bayview Rd driveway transitions so property owners have quality access until the next phase of the road project is completed. Paving will begin Tuesday, September 18th and continue through September 23rd.
Bike path tunnel assembled and back fill is still underway. The project adds a designated turn lane and widens the intersection in addition to moving the bike path. It was slated to be completed October 1st, but is expected to be finished later this month. The contractor is making good progress rebuilding the roadway. Paving, painting lanes and installation of guard rails will need to be completed prior to reopening the intersection.
VIEW FROM NORTH SIDE
VIEW OF GRAVITY WALL PRECAST BLOCK FROM SOUTH SIDE
PRECAST GRAVITY WALL BLOCK IS INSTALLED TO SUPPORT ROAD BED ON EACH SIDE
VIEW FROM JONES ROAD 9/05/2018
VIEW OF INTERSECTION FROM WEST SIDE OF HIGHWAY 95 8/29/2018
VIEW FROM NORTH SIDE 8/29/2018
Bike path tunnel assembled and back fill is underway. The project will add a designated turn lane and widen the intersection in addition to moving the bike path. It was slated to be completed October 1st, but is expected to be finished in mid to late September.
Views from North and South entrances of bike tunnel.
This project is funded by Local Highway Safety Improvement Program grant from LHTAC Local Hwy Technical Assistance Council.
The intersection was identified as highest priority as part of 2016 Bottle Bay Rd Safety Audit with 12 accidents and 1 fatality.
Contractor begins assembling bike path tunnel. The intersection project is slated to be completed October 1st.
Careywood Area - Continued work to include widening the road bed and grinding the asphalt surface on Bayview Rd
Cocolalla Area - Rebuild - gravel Dogwood Ln, Pinewood Ln and Maplewood Ln
Sagle Area- Chip sealing Dufort Rd from Highway 95 to Ferry Rd
Carr Creek Area- Hauling gravel on Carr Creek Rd
Priest River Area - Replace culverts on Peninsula Rd and prep Spring Haven Dr and Merrit Ln and apply BST (hard surface material)
Ponder Point / Kootenai Area - Prep and Chip seal Ponder Point area County roads and Jeffery Dr
Temporary detour bridge
Original large culvert to be removed and replaced with a permanent 2 lane bridge to help facilitate fish travel along Big Creek.
Two smaller culverts to the right will divert the creek during construction of the new bridge.
Bottle Bay Rd Intersection with Highway 95 will be closed for intersection reconstruction June 25 - October 1, 2018.
The safety grant project will create left and right turn lanes onto the highway and an underpass for the bike path.
The intersection will be closed for the duration of this project. The 3.1 mile long detour to Highway 95 will be via Lignite Road to Sagle Road.
See Map Below.
Update 7/11/2017 – Bottle Bay Rd
The contractor will continue paving Bottle Bay Road through the beginning of next week. Once the road surface is completed, they will be filling in the shoulders and driveway approaches in coming weeks.
5/11/2017 Update – Road Projects
Lakeshore Dr. culvert replacement May 15th
The BC Road Crew will be replacing a culvert at the 5000 blk of Lakeshore Dr on Monday, May 15th from 8 to 3, please expect delays up to 45 minutes.
Bottle Bay resurfacing project begins May 16th
Road construction will start on Bottle Bay Rd on Tuesday, May 16th for approximately 4 weeks. Please expect delays.
Cavanaugh Bay Road – Soldier Creek Culvert Replacement Project
Cavanaugh Bay Road opened to one lane traffic 12/08/2016. Crews continue to improve the road, so please drive with extreme caution.
Crews will be working as weather permits to restore both lanes. This section of road will be paved in the spring.
Cavanaugh Bay Road opened to one lane traffic 12/08/2016
12/09/2016 Culvert installation is complete and road building continues
12/05/2016 Fill, fabric and rock is being hauled in.
Crews will be building retaining walls, pouring concrete and compacting fill to secure the culvert in place before any road material will be added to rebuild the road. We are hoping to have Cavanaugh Bay Road open by December 5th. There will still be ongoing site work to ready the project for winter. Paving is planned in the spring of 2017.
11/30/2016 Crews work to evenly complete back fill and retaining wall securing culvert.
Soldier Creek flows freely through the new culvert.
Design drawing showing block wall with geogrid strips and compacted back fill depth before regular fill goes in.
Backside of retaining wall with geogrid strips.
11/30/2016 View of culvert from Cavanaugh Bay Rd
Due to record rainfall this month, the contractor has pushed the opening date for the Soldier Creek Crossing on Cavanaugh Bay Road to December 5th. See link to map of detour route below.
Soldier Creek flows through new culvert
Sheet pile dam is removed to allow stream to flow
Retaining wall block is secured with 18′ strips of geogrid and compacted in 8′ depths and poured concrete to secure culvert in place.
Retaining wall block secures culvert in place, then fill will be added
Block with geogrid and compacted material between each strip
11/22/2016 More block to be set on sides to secure culvert before back filling begins
11/22/2016 Natural fill is placed inside the culvert for fish habitat
Culvert is built in place
Concrete is poured to secure culvert
Natural stream bed material will top the pit run and boulders to be placed in the culvert
Culvert as is sits in the base at Soldier Creek.
Crews assemble the 25′ diameter culvert at Soldier Creek.
A 3rd diversion culvert- 5′ in diameter was installed to divert the heavy stream flow caused by record rainfall.
11/15/2016 Assembly of the 25′ diameter culvert begins.
Concrete and blocks form the base below the 25′ diameter culvert.
11/14/2016 Crews finally have a dry and stable rock base in the bottom of the excavation.
Workers continue preparation of the base for the new 25′ diameter culvert.
11/07/2016 Stream diversion measures and pumping finally work along with less rainfall to allow work on the Soldier Creek culvert replacement project to progress.
Unfortunately, heavy rain continues to hamper progress on the Soldier Creek culvert replacement project on Cavanaugh Bay Rd. According to NOAA weather statistics, October 2016 rainfall has already broken the 111 year record.
Whirlpool above intake culverts due to heavy rainfall
Heavy rainfall floods walking bridge across Soldier Creek
Water continues to flow around the sheet pile coffer dam on October 28th
A worker crosses the flooded foot bridge on October 28th
A pump has been added to divert more water from the job site
October 31st whirlpool above intake of bypass culverts
Creek level continues to rise with rainfall for the month of October 2016 breaking the 111 year record
Due to record rainfall this month, the contractor has pushed the finish date for the Soldier Creek Crossing on Cavanaugh Bay Road to November 17th. See link to map of detour route below.
Soldier Creek 10/06/2016
Excavation down to top of old wooden culvert
Excavated material staged along Cavanaugh Bay Rd
Unearthing the original failing wooden culvert 10/13/2016
Building a temporary dam to divert stream during culvert replacement 10/13/2016
Construction of the culvert replacement on Cavanaugh Bay Rd at Soldier Creek has been delayed due to the weather and site conditions. The project was scheduled for October, which is typically a low water month with an average rainfall of 1.5”. Since construction began on October 10 th , we have had over 6” of rain, including one storm which qualified as a 3-yr storm event.
October 14th, unseasonably heavy rain floods temporary dam
Crews try to increase the temporary dam height efficiency
Because of the rain, the creek has risen from its typical 8” October depth to approximately 4ft deep. This has necessitated the installation of a second bypass pipe to handle the flows, as well as building the temporary coffer dam higher with ecoblocks and super sand bags. Even with these extra facilities, on two occasions the water has overtopped and undermined the coffer dam, sending water through the existing wooden structure once again. In one instance, it blew out a side of the cofferdam. It has become clear that the temporary ecoblock cofferdam is insufficient to block the flow of this quantity of water. Therefore, it was decided to install a sheet pile cofferdam which is taller and deeper and cannot be topped, undermined, or circumvented.
Heavy rain slows progress
Diversion culverts are almost at capacity 10/17/2016
Water level and flow increased by 10/21/2016
Stream diversion during project 10/21/2016
Sheet piles – interlocking 30′ sections to be driven 10′ into stream bed creating a coffer dam
Original structure exposed 10/24/2016
Downstream diversion 10/24/2016
The soils in the excavation limits are a silty sand for the first 15ft, and then transition to a blue clay at approximately creek level. The saturation of the soils in the work site has turned everything into a deep mud pit, with men and equipment unable move, let alone work effectively. To continue work, it was decided to import 6” minus rock and place it on top of geotextile fabric and geogrid to create a ramp and pads on which equipment can safely and effectively operate. It was also decided to continue the sheet pile wall the entire length of the new culvert so that the final excavation can be made without the sides slumping in – an event which would pose an extreme safety risk to workers 10ft below the water level.
Heavy rains cause new strategy for diverting water – building a coffer dam wall with 30′ sheet piles
Sheet pile driver
Please be advised of the upcoming road closure – Cavanaugh Bay Rd at Soldier Creek crossing for culvert replacement. Signs are posted at both ends of the closure. A primitive single lane 5 mile long detour road will be open during the road closure. Please note that this road will not be well suited to recreational vehicles and boat trailers, etc. Work is planned to be completed between October 3rd and November 17th.
August 1, 2016
Chip sealing projects are underway. Please drive with care and respect workers. We have a very limited (weather permitting) window to get these projects completed.
Crews are working in District 3 (Sandpoint area). Thank you for your patience.
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