Common use of Paving Lift Requirements and Time Limitations Clause in Contracts

Paving Lift Requirements and Time Limitations. For paving lifts of 2.0” or less, bring all newly resurfaced lanes to the same station and elevation within 72 hours. If not brought up to the same station and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. For paving lifts greater than 2”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below. 1. During paving operations, any paving lift greater than 2” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed on the project.

Paving Lift Requirements and Time Limitations. For paving lifts of 2.0” 2.0 inches or less, bring all newly resurfaced lanes to the same station and elevation within 72 hours. If not brought up to the same station and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ 1/2 mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. For paving lifts greater than 2”2 inches, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below. 1. During paving operations, any paving lift greater than 2” 2 inches for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” 1 inch vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”3 inches. 2. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ 1/2 mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any other type of portable warning signs uneven travel lanes same as these are included in the “Temporary Traffic Control” contract pay itemdescribed above. For all other paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.: 1. During paving operations, any A. Any paving lift greater than 23” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. B. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project. Conduct milling operations so that any milled pavement is paved back by the end of each work day. A milled/grooved surface shall not be re-opened to traffic except in cases where inclement weather or mechanical failure prevents the paving back of the lane by the end of the work day. If milled areas are not paved back within the same work period due to inclement weather or mechanical failure, the Contractor is to furnish and install portable signs to warn drivers of the conditions. The signs include “Grooved Pavement” (W8-15) w/ Motorcycle Plaque mounted below, and “Uneven Lanes” (W8-11). These are to be dual indicated where lateral clearance can be obtained within the median areas. Install the “Grooved Pavement” (W8-15) w/ Motorcycle Plaque 1500’ in advance of the milled area. Install the “Uneven Lanes” (W8-11) 500’ in advance of the milled area. Alternate these signs every ½ mile. Once mitigated, all portable signs are to be removed. Slope the pavement at the beginning and ending of the daily milling operation as directed by the Engineer. Sweep and remove all milled material from the roadway as soon as the daily milling operation is completed. Remove any existing pavement adjacent to the milled area that has been damaged and replace with patch material as directed by the Engineer. For fine milling operations less than 1”, paving is not required in the same work period. The paving of the fine milled area is to be conducted within the next work period and not to exceed 72 hours. No advance warning signs are needed for the conditions. However, pavement markings are required by the end of each work day.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring the adjacent lane to the same station and elevation. At the end of the work period, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and every ½ miles thereafter along the uneven portion of roadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for uneven travel lanes same as described above. For all other paving lifts greater than 3”, bring all newly resurfaced lanes to the same station and elevation within 72 hoursby the end of each work period unless the Contractor utilizes the notched wedge paving methods as described below: A. Any paving lift greater than 3” shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. If not brought up The maximum paving lift allowed to use this method is 3”. B. At the same station and elevation within 72 hoursend of the work period, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. For paving lifts greater than 2”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below. 1. During paving operations, any paving lift greater than 2” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project. Conduct milling operations so that any milled pavement is paved back by the end of each work period.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A) For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B) For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any other type of portable warning signs uneven travel lanes same as these are included in the “Temporary Traffic Control” contract pay itemdescribed above. For all other paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.: 1. During paving operations, any A. Any paving lift greater than 23” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. B. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed on the project.

Paving Lift Requirements and Time Limitations. For paving lifts of 2.0” or less, bring all newly resurfaced lanes to the same station and elevation within 72 hours. If not brought up to the same station and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. For paving lifts greater than 2”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below. 1. During paving operations, any paving lift greater than 2” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any uneven travel lanes same as described above. P aving Lifts Greater than 3” For all other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. For paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below. 1. During paving operations, any paving lift greater than 2” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed on the project.:

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any other type of portable warning signs uneven travel lanes same as these are included in the “Temporary Traffic Control” contract pay itemdescribed above. For all other paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.: 1. During paving operations, any A. Any paving lift greater than 23” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. B. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project. Conduct milling operations so that any milled pavement is paved back by the end of each work day. A milled/grooved surface shall not be re-opened to traffic except in cases where inclement weather or mechanical failure prevents the paving back of the lane by the end of the work day. If milled areas are not paved back within the same work period due to inclement weather or mechanical failure, the Contractor is to furnish and install portable signs to warn drivers of the conditions. The signs include “Grooved Pavement” (W8-15) w/ Motorcycle Plaque mounted below, and “Uneven Lanes” (W8-11). These are to be dual indicated where lateral clearance can be obtained within the median areas. Install the “Grooved Pavement” (W8-15) w/ Motorcycle Plaque 1500’ in advance of the milled area. Install the “Uneven Lanes” (W8-11) 500’ in advance of the milled area. Alternate these signs every ½ mile. Once mitigated, all portable signs are to be removed. Slope the pavement at the beginning and ending of the daily milling operation as directed by the Engineer. Sweep and remove all milled material from the roadway as soon as the daily milling operation is completed. Remove any existing pavement adjacent to the milled area that has been damaged and replace with patch material as directed by the Engineer. F ine Milling / Microsurfacing Operations (Depths less than 1”) For fine milling operations less than 1”, paving is not required in the same work period. The paving of the fine milled area is to be conducted within the next work period and not to exceed 72 hours. No advance warning signs are needed for the conditions. However, pavement markings are required by the end of each workday.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any other type of portable warning signs uneven travel lanes same as these are included in the “Temporary Traffic Control” contract pay itemdescribed above. For all other paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.: 1. During paving operations, any A. Any paving lift greater than 23” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. B. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project. Conduct milling operations so that any milled pavement is paved back by the end of each work day. A milled/grooved surface shall not be re-opened to traffic except in cases where inclement weather or mechanical failure prevents the paving back of the lane by the end of the work day. If milled areas are not paved back within the same work period due to inclement weather or mechanical failure, the Contractor is to furnish and install portable signs to warn drivers of the conditions. The signs include “Grooved Pavement” (W8-15) w/ Motorcycle Plaque mounted below, and “Uneven Lanes” (W8-11). These are to be dual indicated where lateral clearance can be obtained within the median areas. Install the “Grooved Pavement” (W8-15) w/ Motorcycle Plaque 1500’. in advance of the milled area. Install the “Uneven Lanes” (W8-11) 500’ in advance of the milled area. Alternate these signs every ½ mile. Once mitigated, all portable signs are to be removed. Slope the pavement at the beginning and ending of the daily milling operation as directed by the Engineer. Sweep and remove all milled material from the roadway as soon as the daily milling operation is completed. Remove any existing pavement adjacent to the milled area that has been damaged and replace with patch material as directed by the Engineer.

Paving Lift Requirements and Time Limitations. Failure to comply with the following requirements will result in a suspension of all other operations until all lanes of traffic are brought to the same station and elevation: A. For surface course paving lifts of 2.0” or less, the Contractor shall conduct his paving operations such that the following conditions are met. Once paving begins in any lane, the Contractor will be permitted to pave as far as the work operations allow (up to 5 miles) for the initial paving period. In the next days’ paving operation, not to exceed 72 hours, bring all newly resurfaced lanes the adjacent lane to the same station and elevation within 72 hourselevation. If not brought up to At the same station end of the work day, any uneven lane conditions shall be signed with an “UNEVEN PAVEMENT/NEXT XX MILES” on the portable changeable message signs and elevation within 72 hours, the Contractor shall place portable “UNEVEN PAVEMENT” signs (dual mounted) 1,000’ in advance of the uneven pavement and spaced every ½ mile miles thereafter along the section uneven portion of uneven pavementroadway. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made For Open Graded Surface Mixes, “UNEVEN PAVEMENT” signs are not required. B. For 3” surface course mixes, place in two paving lifts of 1 ½” each unless directed otherwise by the Engineer. Conditions for these signs or any other type of portable warning signs uneven travel lanes same as these are included in the “Temporary Traffic Control” contract pay itemdescribed above. For all other paving lifts greater than 23”, bring all newly resurfaced lanes to the same station and elevation by the end of each work day unless the Contractor utilizes the notched wedge paving methods as described below.: 1. During paving operations, any A. Any paving lift greater than 23” for asphalt surface course mixes shall be mitigated by having an approved wedge apparatus on the paver that shapes the edge 1” vertically and the remaining at a maximum slope steepness of 2:1. For intermediate and base course mixes, use an approved wedge device that shapes the edge with a maximum slope steepness of 2:1. The maximum paving lift allowed to use this method is 3”. 2. B. At the end of the work day, the Contractor shall place portable “UNEVEN PAVEMENT” signs in advance of the uneven pavement and spaced every ½ mile along the section of uneven pavement. Once mitigated, all portable “UNEVEN PAVEMENT” signs shall be removed. No additional compensation will be made for these signs or any other type of portable warning signs as these are included in the “Temporary Traffic Control” contract pay item. 3. C. In the next day’s paving operation and not to exceed 72 hours, the Contractor shall bring up the adjacent lane to the same station and elevation before any further paving takes placed place on the project. Conduct milling operations so that any milled pavement is paved back by the end of each work day except as described below.