Jansen Inc 6/10/2019 - Laserfiche WebLink

I I1 greater than the percentages shown in Table 2 of AASHTO R 54 the Engineer's 2 test results will be used to establish pay adjustments. I3 4 Surface smoothness of travel lanes not subject to MRI testing will be measured with a 10- 5 foot straightedge no later than 5:00 p.m. of the day following the placing of the concrete. 6 The completed surface of the wearing course shall not vary more than 1/8 inch from the I 7 lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. 8 9 Smoothness perpendicular to the centerline will be measured with a 10-foot straightedge I10 across all lanes with the same cross slope, including shoulders when composed of cement 11 concrete pavement. The overlapping 10-foot straightedge measurement shall be 12 discontinued at a point 6 inches from the most extreme outside edge of the finished cement • 13 concrete pavement. The completed surface of the wearing course shall not vary more than 14 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface perpendicular to 15 the centerline. Any deviations in excess of the above tolerances shall be corrected. 16 17 The Contractor shall evaluate profiles for acceptance, incentive payments, disincentive 18 payments, or corrective action using the current version of ProVAL and provide the results I19 including the profile data in unfiltered electronic Engineering Research Division (ERD) file 20 format to the Engineer within 2 calendar days of completing testing each section of 21 pavement. If the profile data files are created using an export option in the manufacturer's 22 software where filter settings can be specified, use the filter settings that were used to I23 create data files for certification. Analyze the entire profile. Exclude any areas specifically 24 identified in the Contract. Exclude from the analysis the first 100 feet after the start of the 25 paving operations and last 100 feet prior to the end of the paving operation, the first 100 I26 feet on either side of bridge Structures and bridge approach slab. Report the MRI results in 27 inches per mile for each 52.8 foot section and horizontal distance measurements in project 28 stationing to the nearest foot. Include pay adjustments in the results. The Engineer will 1 29 verify the analysis. 30 31 Corrective work for pavement smoothness may be taken by the Contractor prior to MRI • 32 testing. After completion of the MRI testing the Contractor shall measure the smoothness of 33 each 52.8-foot section with an MRI greater than 125 inches per mile with a 10-foot 34 straightedge within 14 calendar days or as allowed by the Engineer. The Contractor shall I35 identify all locations that require corrective work and provide the straight edge 36 measurements at each location that exceeds the allowable limit to the Engineer. if all 37 measurements in a 52.8-foot section comply with smoothness requirements, the Contractor 38 shall provide the maximum measurement to the Engineer and a statement that corrective I39 work is not required. Unless allowed by the Engineer, corrective work shall be taken by the 40 Contractor for pavement identified by the Contractor or Engineer that does not meet the 41 following requirements: I42 43 1. The completed surface shall be of uniform texture, smooth, uniform as to crown 44 and grade, and free from defects of all kinds. I45 46 2. The completed surface shall not vary more than 1/8 inch from the lower edge of a 47 10-foot straightedge placed on the surface parallel to the centerline. I48 49 3. The completed surface shall vary not more than 1/4 inch in 10 feet from the rate of 50 transverse slope shown in the Plans. 51 City of Everett Page AM-23 Amendments 1 Everett Downtown Streetscape Improvement March 22, 2019