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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />41 <br />The cement treated material shall be compacted to a relative compaction of not less than <br />95% (ninety-five-percent) of the maximum density determined by California Test <br />312. The in- place density shall be determined by California Test 231, Part I, (Nuclear <br />Density Gauge). The compaction test will be conducted by the AGENCY. <br />During finishing operations, the surface of the cement-treated material shall be shaped to <br />the required lines, grades, and cross section, and shall be kept moist. The mixture shall <br />be compacted in one layer. <br />Curing <br />After placement and compaction of the soil-cement is completed, it shall be protected <br />against drying and from traffic for at least three (3) days minimum. If paving does not <br />take place on the fourth day, the soil-cement shall be kept moist and free from traffic for <br />seven (7) days. <br />Curing shall be moist (Water Fogging), or other method approved by the Engineer. If <br />moist curing is used, exposed surfaces of the soil-cement shall be kept continuously moist <br />with a fog spray for seven (7) days. <br />Construction Joints <br />Construction joints shall have vertical faces and shall be made in thoroughly compacted <br />material. Additional mixture shall be placed against the construction joint until the joint <br />has been approved by the Engineer. The face of the cut joint shall be lean and free of <br />deleterious material and shall be kept moist until the placing of the adjacent soil-cement. <br />Repair <br />If the soil-cement is damaged, it shall be repaired by removing and replacing the entire <br />depth of affected layers in the damaged area. Feathering will not be permitted for repair <br />of low areas. <br />1.20 REMOVE EXCESS PULVERIZED MATERIAL <br />Removal of excess pulverized pavement shall be done in accordance with Section 300- <br />1.3 of the Standard Specifications and these special provisions. <br />Excess pulverized material is the surplus that results after trimming and grading the <br />pulverized pavement section to the lines and grades shown on the plans. The pulverized <br />subgrade should be trimmed sufficiently low to allow for the leveling and surface course <br />asphalt concrete overlays all as required to meet proposed finished surface grades called <br />for on the plans. <br />Excess pulverized material shall consist of non-cement treated well mixed pulverized <br />asphalt concrete pavement and subgrade. The Contractor will not be allowed to remove <br />unmixed material or more specifically the Contractor will not be allowed to remove the <br />505 E Central Ave <br />#B11/6/2024