This Performance report will be written over a number of years with annual supplements being issued updating the field data. Visual inspections and data collection will be carried out at least twice a year, in the spring and fall, so long as valuable and pertinent information can be attained. Should there be no change in a given section's status a 'no change' report will be issued.

  Some of the data collected at the time of construction is included in this report to aid in following the changes occurring in the various sections. The report is laid out with each product being listed in numerical sequence, by station, that it was placed on the roadway. The separation of each product within an annual section will be by insertion of coloured sheets.

  1.2 Location and Product Selection The Sweetwater Road runs in a westerly direction, from the junction with the Rolia/Clayhurst Road in Rolla, and intersects with Highway 97 north of Dawson Creek . The project started at the Rolla end of the Sweetwater Road . The first .5km, through Rolla, had been Graded Aggregate Sealed prior to the start of the work. The project started at the end of the Graded Aggregate Seal and proceeded in a westerly direction for 8.12 km. The gravel control section which tied into the pavement at the North Rolla Road was 1050 meters in length ending at 6+050. The Enduraseal100 section started at station 6+120, to the west of the pavement in the intersection. The final product was placed on 8th Road (Road No. 217), which is at station 4+430 on the Sweetwater, in a southerly direction for 1 km.

If you would like to learn more, click on the Sweetwater Report below to download pdf.

Sweetwater Report
CBR Rating
Technical Bulletin