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- [[Category: Division 8]]1 KB (177 words) - 12:47, 19 January 2022
- * Division 1 ** Table of Contents Division 1|Division 1 Table of Contents7 KB (920 words) - 07:15, 2 April 2024
- [[Category: Division 8]]2 KB (293 words) - 12:42, 19 January 2022
- See [[501 - HMA Mixtures|Division 5, HMA]] and [[601 - PCC Pavement Mixtures|Division 6, Concrete]] for general materials requirements. Review the plans and [ht [[Category: Division 8]]4 KB (545 words) - 12:41, 19 January 2022
- An approved sign cover detail for [//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf Type 1 Signs] is pictured below. Examples of best p ...ignCover Type 1.jpg|center|600px|link=//{{SERVERNAME}}/images_construction/8/8d/SignCover_Type_1.pdf]]6 KB (879 words) - 11:44, 29 March 2023
- <center>8</center> [[Category: Division 8]]6 KB (797 words) - 17:08, 27 March 2023
- Natural stone or broken concrete - least dimension must be 8 inches (1200 mm). Plain precast must be 6 inches (150 mm) thick and 15 squ [[Category: Division 8]]4 KB (644 words) - 17:17, 19 September 2023
- ...should be reported. Timber is not required to be cut in lengths less than 8 feet (2.4 m). Any discussion with adjacent property owners should be repor ...learing width is 8 feet (2.5 m) entirely within the ROW. Widths less than 8 feet (2.5 m) are to be used where possible. Trees, brush, shrubs, stumps a8 KB (1,133 words) - 12:01, 28 March 2023
- [[Category: Division 8]]3 KB (428 words) - 12:44, 19 January 2022
- The Construction Field Services (CFS) Division has revised the Hot Mix Asphalt (HMA) Production Manual. A brief descripti * Point 8 was reworded as follows: “If the sample weight exceeds 2000 grams, it sh4 KB (560 words) - 15:14, 19 June 2017
- <center><span STYLE="font: 15pt arial;">''Construction Field Services Division''</span></center> !Updated!! Division !! Section !! Summary !! What Changed70 KB (9,101 words) - 16:47, 29 May 2024
- [[Category: Division 8]]3 KB (465 words) - 11:50, 19 January 2022
- A low slump concrete 1/8 inch (about 2 mm) will be needed for proper slipforming. Only an occasiona ...d before the concrete sets. For the balance of the curb, a tolerance of 3/8 inch in 10 foot (10 mm in 3 m) is permitted. If the slipform machine is fu12 KB (1,916 words) - 11:49, 19 January 2022
- Additional depth checks will be taken 25 feet (8 m) each way from the original and the average of the three depth checks wil Additional depth checks at 25 feet (8 m) intervals each way will be taken until achieving a depth of less than 16 KB (873 words) - 14:24, 16 February 2022
- ...gh the Construction Operations Engineer in the Construction Field Services Division. The VEDT membership will consist of the following individuals (or their de ::e. Administrator of the Development Services Division (if a local agency project)9 KB (1,297 words) - 14:57, 11 October 2022
- The bulk of the information will typically be under the construction sub-division for each section. ...registered) can make a suggestion to the Content Manager for a particular division:10 KB (1,538 words) - 12:26, 22 August 2022
- <center><span STYLE="font: 15pt arial;">'''Construction Field Services Division '''</span></center> !Updated!! Division !! Section !! Summary !! What Changed28 KB (3,726 words) - 16:02, 8 March 2023
- ...e-foaming (air- detraining) admixtures. Furnish concrete containing 5.0 to 8.0 percent entrained air, except as follows: ::'''1.''' Provide an entrained air content of 5.5 to 8.5 percent for concrete containing Type F or Type G admixtures;12 KB (1,593 words) - 13:11, 26 July 2022
- ...old formed members must be at least 1.5 times the material thickness (or 3/8 inches). [[Category: Division 8]]9 KB (1,266 words) - 15:59, 2 April 2024
- ...recommended to establish proper line and grade. Vertical tolerances of 5.8 inch (15 mm) measured off a compacted surface or 1-1/4 inch (30 mm) measure [[Category: Division 8]]5 KB (695 words) - 16:28, 29 May 2024