Earthwork Solutions, LLC 1/30/2025

Fulton Street Pedestrian Bicycle Corridor PAGE 93 OF 114 CONTRACT FEDERAL AID # TAP-0420(026) WO #3785 September 6, 2024 the rejected material will be at the calculated CPF with an addition of 25 percent of the 1 unit Contract price added for the cost of removal and disposal. 2 3 5-04.3(11)D Rejection - A Partial Sublot 4 In addition to the random acceptance sampling and testing, the Engineer may also 5 isolate from a normal sublot any material that is suspected of being defective in relative 6 density, gradation or asphalt binder content. Such isolated material will not include an 7 original sample location. A minimum of three random samples of the suspect material will 8 be obtained and tested. The material will then be statistically evaluated as an 9 independent lot in accordance with Section 1 -06.2(2). 10 11 5-04.3(11)E Rejection - An Entire Sublot 12 An entire sublot that is suspected of being defective may be rejected. When a sublot is 13 rejected a minimum of two additional random samples from this sublot will be obtained. 14 These additional samples and the original sublot will be evaluated as an independent lot 15 in accordance with Section 1-06.2(2). 16 17 5-04.3(11)F Rejection - A Lot in Progress 18 The Contractor shall shut down operations and shall not resume HMA placement until 19 such time as the Engineer is satisfied that material conforming to the Specifications can 20 be produced: 21 22 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and 23 the Contractor is taking no corrective action, or 24 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 25 0.95 and the Contractor is taking no corrective action, or 26 3. When either the PFi for any constituent or the CPF of a lot in progress is less 27 than 0.75. 28 29 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 30 An entire lot with a CPF of less than 0.75 will be rejected. 31 32 5-04.3(12) Joints 33 34 5-04.3(12)A HMA Joints 35 36 5-04.3(12)A1 Transverse Joints 37 The Contractor shall conduct operations such that the placing of the top or wearing 38 course is a continuous operation or as close to continuous as possible. Unscheduled 39 transverse joints will be allowed and the roller may pass over the unprotected end of the 40 freshly laid mixture only when the placement of the course must be discontinued for such 41 a length of time that the mixture will cool below compaction temperature. When the Work 42 is resumed, the previously compacted mixture shall be cut back to produce a slightly 43 beveled edge for the full thickness of the course. 44 45