Laserfiche WebLink
I <br /> 1 6-13.3(4) Precast Concrete Facing Panel and Concrete Block Fabrication <br /> 2 Item number 1 of the sixth paragraph is revised to read: <br /> 3 <br /> 4 1. Vertical dimensions shall be ± ''/�s inch of the Plan dimension, and the rear height <br /> 5 shall not exceed the front height. <br /> 6 <br /> 7 Item number 3 of the sixth paragraph is revised to read: <br /> 8 <br /> 9 3. All other dimensions shall be ± 1/4 inch of the Plan dimension. <br /> 10 <br /> 11 6-14.AP6 <br /> 12 Section 6-14, Geosynthetic Retaining Walls <br /> 13 April 2, 2018 <br /> 14 6-14.2 Materials <br /> 15 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland I <br /> 16 Cement Concrete" are revised to read: <br /> 17 <br /> 18 Cement 9-01 <br /> 19 Aggregates for Concrete 9-03.1 <br /> 20 <br /> 21 6-16.AP6 <br /> 22 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls <br /> 23 April 2, 2018 <br /> 24 6-16.2 Materials ' <br /> 25 In the first paragraph, the reference to "Aggregates for Portland Cement Concrete" is revised <br /> 26 to read: <br /> 27 <br /> 111 <br /> 28 Aggregates for Concrete 9-03.1 <br /> 29 <br /> 30 6-18.AP6 <br /> 31 Section 6-18, Shotcrete Facing <br /> 32 January 2, 2018 <br /> 33 6-18.3(3) Testing <br /> 34 In the last sentence of the first paragraph, "AASHTO T 24" is revised to read "ASTM C1604". <br /> 35 <br /> 36 6-18.3(3)B Production Testing <br /> 37 In the last sentence, "AASHTO T 24" is revised to read "ASTM C1604". <br /> 38 1 39 6-18.3(4) Qualifications of Contractor's Personnel <br /> 40 In the last sentence of the second paragraph, "AASHTO T 24" is revised to read "ASTM <br /> 41 C1604". <br /> 42 <br /> 1 <br /> I <br />