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		<title><![CDATA[Civil Engineering Association - AASHTO]]></title>
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		<pubDate>Thu, 09 Apr 2026 01:54:05 +0000</pubDate>
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			<title><![CDATA[AASHTO LRFD Bridge Design Specifications 10th edition]]></title>
			<link>https://forum.civilea.com/thread-58478.html</link>
			<pubDate>Tue, 14 Jan 2025 21:09:58 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=6152">pezhmankhan</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO LRFD Bridge Design Specifications 10th edition</span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Size: </span><span style="color: #FFFF00;" class="mycode_color">200 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span><span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span><span style="color: #FFFF00;" class="mycode_color">2024</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span><span style="color: #FFFF00;" class="mycode_color">1906</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span><span style="color: #FFFF00;" class="mycode_color">978-1-56051-828-0</span></span></div>
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<br />
The 10th edition includes updates to almost all sections of the specifications, with extensive revisions made to Section 5, Concrete Structures; Section 6, Steel Structures; and Section 3, Loads and Load Factors, which includes information on new risk-targeted design response spectra.<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO LRFD Bridge Design Specifications 10th edition</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Size: </span><span style="color: #FFFF00;" class="mycode_color">200 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span><span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span><span style="color: #FFFF00;" class="mycode_color">2024</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span><span style="color: #FFFF00;" class="mycode_color">1906</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span><span style="color: #FFFF00;" class="mycode_color">978-1-56051-828-0</span></span></div>
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<br />
The 10th edition includes updates to almost all sections of the specifications, with extensive revisions made to Section 5, Concrete Structures; Section 6, Steel Structures; and Section 3, Loads and Load Factors, which includes information on new risk-targeted design response spectra.<br />
<br />
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			<title><![CDATA[AASHTO R69: Standard Practice for Determination of Long-Term Strength for Geosyntheti]]></title>
			<link>https://forum.civilea.com/thread-57984.html</link>
			<pubDate>Mon, 15 Jan 2024 11:01:37 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO R69-20: Standard Practice for Determination of Long-Term Strength for Geosynthetic Reinforcement</span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">16.72 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2020</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">47</span></span></div>
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<br />
Through this protocol, the long-term strength and stiffness of geosynthetic reinforcements can be determined. This protocol contains test and evaluation procedures to determine reduction factors for installation damage, creep, and chemical/biological durability, as well as the method to combine these factors to determine the long-term strength. The long-term strength and stiffness values determined from this protocol can be used as input values for geosynthetic structure designs conducted in accordance with the AASHTO LRFD Bridge Design Specifications and related Federal Highway Administration (FHWA) design guidelines. The long-term strength and stiffness values determined from this protocol can also be compared to the required design strength and stiffness values provided in the contract for the geosynthetic structure(s) in question to determine whether the selected product meets the contract requirements. This protocol can be used for product qualification or acceptance (e.g., for inclusion in a Qualified Products List), or for verification to facilitate periodic review of products for which the long-term strength has been previously determined using this standard practice.<br />
<br />
This protocol has been developed to address polypropylene (PP), polyethylene (PE or HDPE), and polyester (PET) geosynthetics. See Section 3.1 for definitions of geosynthetic reinforcement and types of geosynthetics addressed in this standard practice. For other geosynthetic polymers [(e.g., polyamide (PA) or polyvinyl alcohol (PVA)], the installation damage and creep protocols provided herein are directly applicable. While the chemical and biological durability procedures and criteria provided herein may also be applicable to other polymers (for example, hydrolysis testing as described in Annex C is likely applicable to PA and PVA geosynthetics), additional investigation will be required to establish a detailed protocol and acceptance criteria for these other polymers. These other polymers may be considered for evaluation using this protocol once modifications to the chemical/biological durability aspects of this protocol have been developed and are agreed on by the approval authority.<br />
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This standard was formerly designated as provisional standard PP 66.<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO R69-20: Standard Practice for Determination of Long-Term Strength for Geosynthetic Reinforcement</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">16.72 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2020</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">47</span></span></div>
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<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/67695945313180366924.jpg" loading="lazy"  alt="[Image: 67695945313180366924.jpg]" class="mycode_img" /></div>
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<br />
<br />
Through this protocol, the long-term strength and stiffness of geosynthetic reinforcements can be determined. This protocol contains test and evaluation procedures to determine reduction factors for installation damage, creep, and chemical/biological durability, as well as the method to combine these factors to determine the long-term strength. The long-term strength and stiffness values determined from this protocol can be used as input values for geosynthetic structure designs conducted in accordance with the AASHTO LRFD Bridge Design Specifications and related Federal Highway Administration (FHWA) design guidelines. The long-term strength and stiffness values determined from this protocol can also be compared to the required design strength and stiffness values provided in the contract for the geosynthetic structure(s) in question to determine whether the selected product meets the contract requirements. This protocol can be used for product qualification or acceptance (e.g., for inclusion in a Qualified Products List), or for verification to facilitate periodic review of products for which the long-term strength has been previously determined using this standard practice.<br />
<br />
This protocol has been developed to address polypropylene (PP), polyethylene (PE or HDPE), and polyester (PET) geosynthetics. See Section 3.1 for definitions of geosynthetic reinforcement and types of geosynthetics addressed in this standard practice. For other geosynthetic polymers [(e.g., polyamide (PA) or polyvinyl alcohol (PVA)], the installation damage and creep protocols provided herein are directly applicable. While the chemical and biological durability procedures and criteria provided herein may also be applicable to other polymers (for example, hydrolysis testing as described in Annex C is likely applicable to PA and PVA geosynthetics), additional investigation will be required to establish a detailed protocol and acceptance criteria for these other polymers. These other polymers may be considered for evaluation using this protocol once modifications to the chemical/biological durability aspects of this protocol have been developed and are agreed on by the approval authority.<br />
<br />
This standard was formerly designated as provisional standard PP 66.<br />
<br />
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			<title><![CDATA[AASHTO M351: Standard Specification for Cotton Duck Fabric Bridge Bearings,]]></title>
			<link>https://forum.civilea.com/thread-57983.html</link>
			<pubDate>Mon, 15 Jan 2024 10:42:22 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO M351-23: Standard Specification for Cotton Duck Fabric Bridge Bearings,</span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">1 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">4</span></span></div>
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This specification covers the material requirements for cotton duck fabric bridge bearings. Cotton duck fabric bearings furnished under this specification shall adequately provide for thermal expansion and contraction; rotation; camber changes; and creep and shrinkage, where applicable, of structural members. Cotton duck fabric bearings may be either fixed bearings or sliding bearings. Cotton duck fabric bearings as herein defined shall include fabric bearings, preformed fabric bearings, cotton duck pads, and cotton duck bearings.<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO M351-23: Standard Specification for Cotton Duck Fabric Bridge Bearings,</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">1 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">4</span></span></div>
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This specification covers the material requirements for cotton duck fabric bridge bearings. Cotton duck fabric bearings furnished under this specification shall adequately provide for thermal expansion and contraction; rotation; camber changes; and creep and shrinkage, where applicable, of structural members. Cotton duck fabric bearings may be either fixed bearings or sliding bearings. Cotton duck fabric bearings as herein defined shall include fabric bearings, preformed fabric bearings, cotton duck pads, and cotton duck bearings.<br />
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			<title><![CDATA[AASHTO M270M/M270: Standard Specification for Structural Steel for Bridges]]></title>
			<link>https://forum.civilea.com/thread-57982.html</link>
			<pubDate>Mon, 15 Jan 2024 10:34:42 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">M 270M/M 270-23: Standard Specification for Structural Steel for Bridges</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Size: </span><span style="color: #FFFF00;" class="mycode_color">3.72 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span><span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span><span style="color: #FFFF00;" class="mycode_color">16</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/35974661480327564985.jpg" loading="lazy"  alt="[Image: 35974661480327564985.jpg]" class="mycode_img" /></div>
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<br />
This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel, and stainless steel for structural plates intended for use in bridges. Eight grades are available in four yield strength levels.<br />
<br />
Grades 250 [36], 345 [50], 345S [50S], 345W [50W], and 345CR [50CR] are also included in ASTM A36/A36M, A572/A572M, A992/A992M, A588/A588M, A514/A514M, and A1010/A1010. When the supplementary requirements of this specification are specified, they exceed the requirements of A36/A36M, A572/A572M, A992/A992M, A588/A588M, A514/A514M, and A1010/A1010M.<br />
<br />
Grades 345W [50W], 345CR [50CR], HPS 345W [HPS 50W], HPS 485W [HPS 70W], and HPS 690W [HPS 100W] have enhanced atmospheric corrosion resistance.<br />
<br />
Grade HPS 485W [HPS 70W] or HPS 690W [HPS 100W] shall not be substituted for Grade 250 [36], 345 [50], 345S [50S], 345W [50W], 345CR [50CR], or HPS 345W [HPS 50W]. Grade 345W [50W], 345CR [50CR], or HPS 345W [HPS 50W] shall not be substituted for Grade 250 [36], 345 [50], or 345S [50S] without agreement between the purchaser and supplier.<br />
<br />
When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of ASTM A6/A6M for information on weldability.<br />
<br />
For structural products to be used as tension components requiring notch toughness testing, standardized requirements are provided in this standard. These requirements are based on AASHTO requirements for both fracture-critical and non-fracture-critical members.<br />
<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">M 270M/M 270-23: Standard Specification for Structural Steel for Bridges</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Size: </span><span style="color: #FFFF00;" class="mycode_color">3.72 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span><span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span><span style="color: #FFFF00;" class="mycode_color">16</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/35974661480327564985.jpg" loading="lazy"  alt="[Image: 35974661480327564985.jpg]" class="mycode_img" /></div>
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<br />
This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel, and stainless steel for structural plates intended for use in bridges. Eight grades are available in four yield strength levels.<br />
<br />
Grades 250 [36], 345 [50], 345S [50S], 345W [50W], and 345CR [50CR] are also included in ASTM A36/A36M, A572/A572M, A992/A992M, A588/A588M, A514/A514M, and A1010/A1010. When the supplementary requirements of this specification are specified, they exceed the requirements of A36/A36M, A572/A572M, A992/A992M, A588/A588M, A514/A514M, and A1010/A1010M.<br />
<br />
Grades 345W [50W], 345CR [50CR], HPS 345W [HPS 50W], HPS 485W [HPS 70W], and HPS 690W [HPS 100W] have enhanced atmospheric corrosion resistance.<br />
<br />
Grade HPS 485W [HPS 70W] or HPS 690W [HPS 100W] shall not be substituted for Grade 250 [36], 345 [50], 345S [50S], 345W [50W], 345CR [50CR], or HPS 345W [HPS 50W]. Grade 345W [50W], 345CR [50CR], or HPS 345W [HPS 50W] shall not be substituted for Grade 250 [36], 345 [50], or 345S [50S] without agreement between the purchaser and supplier.<br />
<br />
When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of ASTM A6/A6M for information on weldability.<br />
<br />
For structural products to be used as tension components requiring notch toughness testing, standardized requirements are provided in this standard. These requirements are based on AASHTO requirements for both fracture-critical and non-fracture-critical members.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<title><![CDATA[AASHTO M259: Standard Specification for Precast Reinforced Concrete Monolithic Box Se]]></title>
			<link>https://forum.civilea.com/thread-57981.html</link>
			<pubDate>Mon, 15 Jan 2024 10:19:29 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO M259-2023, Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to the AASHTO LRFD Bridge Design Specifications</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">43</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/38998249103973562977.jpg" loading="lazy"  alt="[Image: 38998249103973562977.jpg]" class="mycode_img" /></div>
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<br />
This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes, and sewage.<br />
<br />
This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in the Appendices. The successful performance of this product depends upon the proper selection of the box section, bedding, and backfill, and care that the installation conforms to the construction specifications. The owner of the precast reinforced concrete box sections specified herein is cautioned that the loading conditions and the field requirements must properly correlate with the box section specified and that inspection at the construction site must be provided.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.2</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO M259-2023, Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers Designed According to the AASHTO LRFD Bridge Design Specifications</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b">| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">43</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/38998249103973562977.jpg" loading="lazy"  alt="[Image: 38998249103973562977.jpg]" class="mycode_img" /></div>
<br />
<br />
<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
This specification covers single-cell precast reinforced concrete box sections cast monolithically and intended to be used for the construction of culverts and for the conveyance of storm water, industrial wastes, and sewage.<br />
<br />
This specification is primarily a manufacturing and purchasing specification. However, standard designs are included and the criteria used to develop these designs are given in the Appendices. The successful performance of this product depends upon the proper selection of the box section, bedding, and backfill, and care that the installation conforms to the construction specifications. The owner of the precast reinforced concrete box sections specified herein is cautioned that the loading conditions and the field requirements must properly correlate with the box section specified and that inspection at the construction site must be provided.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
<div class="codeblock"><div class="title">Code:</div><div class="body" dir="ltr"><code>***************************************<br />
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			<title><![CDATA[AASHTO M207M/M207: Standard Specification for Reinforced Concrete Elliptical Culver]]></title>
			<link>https://forum.civilea.com/thread-57955.html</link>
			<pubDate>Mon, 08 Jan 2024 07:25:46 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size"> AASHTO M207M/M207-2023: Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe </span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">4.08 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">20</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/05655792982620264717.jpg" loading="lazy"  alt="[Image: 05655792982620264717.jpg]" class="mycode_img" /></div>
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<br />
This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, and storm water, and for the construction of culverts.<br />
<br />
This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.<br />
<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.2</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size"> AASHTO M207M/M207-2023: Standard Specification for Reinforced Concrete Elliptical Culvert, Storm Drain, and Sewer Pipe </span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">4.08 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2023</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">20</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/05655792982620264717.jpg" loading="lazy"  alt="[Image: 05655792982620264717.jpg]" class="mycode_img" /></div>
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
<br />
<br />
This specification covers reinforced elliptically shaped concrete pipe to be used for the conveyance of sewage, industrial wastes, and storm water, and for the construction of culverts.<br />
<br />
This specification is a manufacturing and purchase specification only, and does not include requirements for bedding, backfill, or the relationship between field load condition and the strength classification of pipe. However, experience has shown that the successful performance of this product depends upon the proper selection of the class of pipe, type of bedding and backfill, and care that the installation conforms to the construction specifications. The owner of the reinforced concrete pipe specified herein is cautioned that he must correlate the field requirements with the class of pipe specified and provide inspection at the construction site.<br />
<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<title><![CDATA[AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete]]></title>
			<link>https://forum.civilea.com/thread-57748.html</link>
			<pubDate>Wed, 30 Aug 2023 11:45:58 +0300</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete, Second Edition+February 2020 Errata</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">6.62 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2018</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">121</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">9781560517177</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/14863686040719211839.png" loading="lazy"  alt="[Image: 14863686040719211839.png]" class="mycode_img" /></div>
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
<br />
These guide specifications offer a description of the unique material properties of glass fiber reinforced polymer (GFRP) composite materials, as well as provisions for the design and construction of concrete bridge decks and railings reinforced with GFRP reinforcing bars. This revised edition includes information on the advancements in material specifications, and new knowledge and field experiences beyond bridge decks and traffic railings.<br />
<br />
Some of the major updates in this new edition include a title change from the 2009 first edition, AASHTO LRFD Bridge Design Guide Specification for GFRP-Reinforced Concrete Bridge Decks and Traffic Railings, to acknowledge the inclusion of information beyond bridge decks and traffic railings; greater consistency with the AASHTO LRFD Bridge Design Specifications, 8th Edition; consideration of flexural members, such as girders and bent caps, not included in first edition; consideration of substructure and foundation elements along with compression members; differentiation between the fatigue and creep limit states; and revised shear design methodology.<br />
<br />
Incorporates the February, 2020 errata, which can also be downloaded below for reference.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
<div class="codeblock"><div class="title">Code:</div><div class="body" dir="ltr"><code>***************************************<br />
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<br />
<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.2</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO LRFD Bridge Design Guide Specifications for GFRP-Reinforced Concrete, Second Edition+February 2020 Errata</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">6.62 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Scanner</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2018</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">121</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">9781560517177</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/14863686040719211839.png" loading="lazy"  alt="[Image: 14863686040719211839.png]" class="mycode_img" /></div>
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<br />
<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
<br />
These guide specifications offer a description of the unique material properties of glass fiber reinforced polymer (GFRP) composite materials, as well as provisions for the design and construction of concrete bridge decks and railings reinforced with GFRP reinforcing bars. This revised edition includes information on the advancements in material specifications, and new knowledge and field experiences beyond bridge decks and traffic railings.<br />
<br />
Some of the major updates in this new edition include a title change from the 2009 first edition, AASHTO LRFD Bridge Design Guide Specification for GFRP-Reinforced Concrete Bridge Decks and Traffic Railings, to acknowledge the inclusion of information beyond bridge decks and traffic railings; greater consistency with the AASHTO LRFD Bridge Design Specifications, 8th Edition; consideration of flexural members, such as girders and bent caps, not included in first edition; consideration of substructure and foundation elements along with compression members; differentiation between the fatigue and creep limit states; and revised shear design methodology.<br />
<br />
Incorporates the February, 2020 errata, which can also be downloaded below for reference.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
<div class="codeblock"><div class="title">Code:</div><div class="body" dir="ltr"><code>***************************************<br />
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			<title><![CDATA[AASHTO T85: Standard Method of Test for Specific Gravity and Absorption of Coarse]]></title>
			<link>https://forum.civilea.com/thread-57274.html</link>
			<pubDate>Sun, 11 Dec 2022 08:01:21 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO T 85-22: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate</span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">384 KB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2022</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">11</span></span></div>
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AASHTO T 85, 2022 Edition, 2022 - Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate<br />
<br />
This method covers the determination of specific gravity and absorption of coarse aggregate. The specific gravity may be expressed as bulk specific gravity, bulk specific gravity (saturated surface-dry (SSD)), or apparent specific gravity. The bulk specific gravity (SSD) and absorption are based on aggregate after 15–19 h of soaking in water. This method is not intended to be used with lightweight aggregates.<br />
<br />
The values stated in SI units are to be regarded as the standard.<br />
<br />
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this procedure to consult and establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to its use.<br />
<br />
The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of R 18 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with R 18 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of R 18 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO T 85-22: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate</span></span></span></div>
<br />
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<br />
AASHTO T 85, 2022 Edition, 2022 - Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate<br />
<br />
This method covers the determination of specific gravity and absorption of coarse aggregate. The specific gravity may be expressed as bulk specific gravity, bulk specific gravity (saturated surface-dry (SSD)), or apparent specific gravity. The bulk specific gravity (SSD) and absorption are based on aggregate after 15–19 h of soaking in water. This method is not intended to be used with lightweight aggregates.<br />
<br />
The values stated in SI units are to be regarded as the standard.<br />
<br />
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this procedure to consult and establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to its use.<br />
<br />
The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of R 18 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with R 18 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of R 18 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.<br />
<br />
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			<title><![CDATA[AASHTO T84: Standard Method of Test for Specific Gravity and Absorption of Fine A]]></title>
			<link>https://forum.civilea.com/thread-57273.html</link>
			<pubDate>Sun, 11 Dec 2022 07:55:08 +0200</pubDate>
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<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">335 KB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">January 2022</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">11</span></span></div>
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<br />
AASHTO T 84, 2022 Edition, 2022 - Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate<br />
<br />
This method covers the determination of bulk and apparent specific gravity, 23/23°C (73.4/73.4°F), and absorption of fine aggregate.<br />
<br />
This method determines (after 15–19 h of soaking in water) the bulk specific gravity and the apparent specific gravity, the bulk specific gravity on the basis of mass of saturated surface-dry (SSD) aggregate, and the absorption.<br />
<br />
The values stated in SI units are to be regarded as the standard.<br />
<br />
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this procedure to consult and establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to its use.<br />
<br />
The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of R 18 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with R 18 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of R 18 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO T 84-22: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">335 KB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">January 2022</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">11</span></span></div>
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<br />
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<br />
AASHTO T 84, 2022 Edition, 2022 - Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate<br />
<br />
This method covers the determination of bulk and apparent specific gravity, 23/23°C (73.4/73.4°F), and absorption of fine aggregate.<br />
<br />
This method determines (after 15–19 h of soaking in water) the bulk specific gravity and the apparent specific gravity, the bulk specific gravity on the basis of mass of saturated surface-dry (SSD) aggregate, and the absorption.<br />
<br />
The values stated in SI units are to be regarded as the standard.<br />
<br />
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this procedure to consult and establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to its use.<br />
<br />
The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of R 18 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with R 18 alone does not completely assure reliable results. Reliable results depend on many factors; following the suggestions of R 18 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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		</item>
		<item>
			<title><![CDATA[AASHTO: Guide to Wetland Mitigation Issues for Transportation Designers]]></title>
			<link>https://forum.civilea.com/thread-56827.html</link>
			<pubDate>Wed, 26 Jan 2022 08:06:28 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guide to Wetland Mitigation Issues for Transportation Designers</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">5.75 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">1996</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">80</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1615830073 , 1615830073</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/13206130474372288724.jpg" loading="lazy"  alt="[Image: 13206130474372288724.jpg]" class="mycode_img" /></div>
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<br />
This guide can assist in planning and decision making regarding the alternatives available when impacts to wetland areas are being considered. The purpose of this manual is to provide guidance on wetlands mitigation to transportation designers as well as to personnel in construction, operations, maintenance, landscape design, and related environmental fields. It is not intended to be a highly technical manual for wetland specialists.<br />
Content:<br />
Front Matter<br />
• Table of Contents<br />
1. Introduction<br />
2. Mitigation<br />
3. Mitigation Site Development Process<br />
4. Post-Construction Management<br />
• Glossary of Terms<br />
• Key Laws, Regulations, and Policy<br />
• Selected Bibliography<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
<div class="codeblock"><div class="title">Code:</div><div class="body" dir="ltr"><code>***************************************<br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guide to Wetland Mitigation Issues for Transportation Designers</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">5.75 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">1996</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">80</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1615830073 , 1615830073</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/13206130474372288724.jpg" loading="lazy"  alt="[Image: 13206130474372288724.jpg]" class="mycode_img" /></div>
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
This guide can assist in planning and decision making regarding the alternatives available when impacts to wetland areas are being considered. The purpose of this manual is to provide guidance on wetlands mitigation to transportation designers as well as to personnel in construction, operations, maintenance, landscape design, and related environmental fields. It is not intended to be a highly technical manual for wetland specialists.<br />
Content:<br />
Front Matter<br />
• Table of Contents<br />
1. Introduction<br />
2. Mitigation<br />
3. Mitigation Site Development Process<br />
4. Post-Construction Management<br />
• Glossary of Terms<br />
• Key Laws, Regulations, and Policy<br />
• Selected Bibliography<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
<div class="codeblock"><div class="title">Code:</div><div class="body" dir="ltr"><code>***************************************<br />
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			<title><![CDATA[Guide for the Development of Bicycle Facilities]]></title>
			<link>https://forum.civilea.com/thread-56826.html</link>
			<pubDate>Wed, 26 Jan 2022 07:56:22 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guide for the Development of Bicycle Facilities</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.7 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">4th Edition, 2012</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">201</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1560515279 , 9781560515272</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/41360930903200488271.png" loading="lazy"  alt="[Image: 41360930903200488271.png]" class="mycode_img" /></div>
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<br />
This guide provides information on how to accommodate bicycle travel and operations in most riding environments. It is intended to present sound guidelines that result in facilities that meet the needs of bicyclists and other highway users. Sufficient flexibility is permitted to encourage designs that are sensitive to local context and incorporate the needs of bicyclists, pedestrians, and motorists. However, in some sections of this guide, suggested minimum dimensions are provided. These are recommended only where further deviation from desirable values could increase crash frequency or severity. This guide has been updated from the previous guide published in 1999. The fact that new guidance is presented herein does not imply that existing bicycle facilities are inadequate or unsafe, nor does it mandate the initiation of improvement projects. The intent of this document is to provide guidance to designers and planners by referencing a recommended range of design values and describing alternative design approaches.<br />
Content:<br />
Front Matter<br />
• List of Figures<br />
• List of Tables<br />
• Table of Contents<br />
1. Introduction<br />
2. Bicycle Planning<br />
3. Bicycle Operation and Safety<br />
4. Design of On-Road Facilities<br />
5. Design of Shared Use Paths<br />
6. Bicycle Parking Facilities<br />
7. Maintenance and Operations<br />
Index<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guide for the Development of Bicycle Facilities</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.7 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">4th Edition, 2012</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">201</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1560515279 , 9781560515272</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/41360930903200488271.png" loading="lazy"  alt="[Image: 41360930903200488271.png]" class="mycode_img" /></div>
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
This guide provides information on how to accommodate bicycle travel and operations in most riding environments. It is intended to present sound guidelines that result in facilities that meet the needs of bicyclists and other highway users. Sufficient flexibility is permitted to encourage designs that are sensitive to local context and incorporate the needs of bicyclists, pedestrians, and motorists. However, in some sections of this guide, suggested minimum dimensions are provided. These are recommended only where further deviation from desirable values could increase crash frequency or severity. This guide has been updated from the previous guide published in 1999. The fact that new guidance is presented herein does not imply that existing bicycle facilities are inadequate or unsafe, nor does it mandate the initiation of improvement projects. The intent of this document is to provide guidance to designers and planners by referencing a recommended range of design values and describing alternative design approaches.<br />
Content:<br />
Front Matter<br />
• List of Figures<br />
• List of Tables<br />
• Table of Contents<br />
1. Introduction<br />
2. Bicycle Planning<br />
3. Bicycle Operation and Safety<br />
4. Design of On-Road Facilities<br />
5. Design of Shared Use Paths<br />
6. Bicycle Parking Facilities<br />
7. Maintenance and Operations<br />
Index<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<title><![CDATA[AASHTO: Practical Guide to Cost Estimating]]></title>
			<link>https://forum.civilea.com/thread-56825.html</link>
			<pubDate>Wed, 26 Jan 2022 07:46:54 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size"> Practical Guide to Cost Estimating </span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">5.83 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2013</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">215</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/88290126036349377313.jpg" loading="lazy"  alt="[Image: 88290126036349377313.jpg]" class="mycode_img" /></div>
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<br />
 A State Department of Transportation's (DOT) ability to successfully manage and deliver its program is largely dependent on an ability to develop realistic estimates of project cost. Cost estimating involves not only the collection of relevant factors relating to the scope of a project and the cost of resources, but it also requires anticipating cost impacts that may occur due to changes in project scope, available resources, and national and global market conditions. This publication provides “practical” guidance that serves those charged with the development of DOT cost estimates and with the management of the estimating process. This guidebook has two parts. Part I focuses on key cost-estimate techniques and Part II focuses on cost management activities. <br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size"> Practical Guide to Cost Estimating </span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">5.83 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2013</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">215</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/88290126036349377313.jpg" loading="lazy"  alt="[Image: 88290126036349377313.jpg]" class="mycode_img" /></div>
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
 A State Department of Transportation's (DOT) ability to successfully manage and deliver its program is largely dependent on an ability to develop realistic estimates of project cost. Cost estimating involves not only the collection of relevant factors relating to the scope of a project and the cost of resources, but it also requires anticipating cost impacts that may occur due to changes in project scope, available resources, and national and global market conditions. This publication provides “practical” guidance that serves those charged with the development of DOT cost estimates and with the management of the estimating process. This guidebook has two parts. Part I focuses on key cost-estimate techniques and Part II focuses on cost management activities. <br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<title><![CDATA[AASHTO: Guidelines for Vegetation Management]]></title>
			<link>https://forum.civilea.com/thread-56824.html</link>
			<pubDate>Wed, 26 Jan 2022 07:07:50 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
			<guid isPermaLink="false">https://forum.civilea.com/thread-56824.html</guid>
			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guidelines for Vegetation Management, 1st Edition with Appendices</span></span></span></div>
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<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.07 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2011</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">136</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1860582966 , 9781860582967</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/94906967874793940692.jpg" loading="lazy"  alt="[Image: 94906967874793940692.jpg]" class="mycode_img" /></div>
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<br />
The roadside vegetation manager today is faced with dwindling resources, increasing environmental and legal constraints, and increasing public pressure to provide safe and aesthetically pleasing roadsides. Throughout the United States, and the world, roadside vegetation managers face similar challenges and opportunities. These guidelines draw on the long-term experience and expertise of these vegetation managers to provide the basic knowledge required to establish a roadside vegetation management program.<br />
<br />
Includes supplemental Appendices materials that include a state DOT survey that provides valuable summary responses from 30 states on vegetation issues; a detailed list of 40 common invasive weeds and how to treat them; and a detailed list of defined technical terms.<br />
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<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.1</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">Guidelines for Vegetation Management, 1st Edition with Appendices</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.07 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2011</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">136</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1860582966 , 9781860582967</span></span></div>
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<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/94906967874793940692.jpg" loading="lazy"  alt="[Image: 94906967874793940692.jpg]" class="mycode_img" /></div>
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<br />
The roadside vegetation manager today is faced with dwindling resources, increasing environmental and legal constraints, and increasing public pressure to provide safe and aesthetically pleasing roadsides. Throughout the United States, and the world, roadside vegetation managers face similar challenges and opportunities. These guidelines draw on the long-term experience and expertise of these vegetation managers to provide the basic knowledge required to establish a roadside vegetation management program.<br />
<br />
Includes supplemental Appendices materials that include a state DOT survey that provides valuable summary responses from 30 states on vegetation issues; a detailed list of 40 common invasive weeds and how to treat them; and a detailed list of defined technical terms.<br />
<br />
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			<title><![CDATA[AASHTO: User and Non-User Benefit Analysis for Highways, 3rd Edition]]></title>
			<link>https://forum.civilea.com/thread-56823.html</link>
			<pubDate>Wed, 26 Jan 2022 07:00:27 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO: User and Non-User Benefit Analysis for Highways, 3rd Edition</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">8.84 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2010</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">488</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1560514671 , 9781560514671</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/25489750636493303111.png" loading="lazy"  alt="[Image: 25489750636493303111.png]" class="mycode_img" /></div>
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<br />
This manual is a resource for transportation planners in state, regional, and local government in analyzing the benefits and costs of highway projects and presenting the results to decision-makers, the media, and the public..<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.1</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO: User and Non-User Benefit Analysis for Highways, 3rd Edition</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">8.84 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO</span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2010</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">488</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">1560514671 , 9781560514671</span></span></div>
<br />
<br />
<div style="text-align: center;" class="mycode_align"><img src="https://pic.civilea.com/images/25489750636493303111.png" loading="lazy"  alt="[Image: 25489750636493303111.png]" class="mycode_img" /></div>
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<br />
This manual is a resource for transportation planners in state, regional, and local government in analyzing the benefits and costs of highway projects and presenting the results to decision-makers, the media, and the public..<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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			<title><![CDATA[AASHTO Guidelines for Traffic Data Programs]]></title>
			<link>https://forum.civilea.com/thread-56819.html</link>
			<pubDate>Tue, 25 Jan 2022 15:32:01 +0200</pubDate>
			<dc:creator><![CDATA[<a href="https://forum.civilea.com/member.php?action=profile&uid=31873">poolmand</a>]]></dc:creator>
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			<description><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO Guidelines for Traffic Data Programs</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.64 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO </span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2009</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">251</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">9812833013 , 9789812833013</span></span></div>
<br />
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<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
The objective of the 2nd Edition of these guidelines is to improve the quality of the traffic information that supports decisions at all levels of the transportation profession. Traffic data programs are essential for State Departments of Transportation to accomplish their mission of ensuring safety and mobility to the traveling public. Traffic data supports capital investment programs and budgets, as well as effective design and maintenance programs. This document is a reference for professional traffic monitoring and establishes recommended national traffic monitoring practices that reflect current practice and advances made in the past several years. Since publication of the 1st Edition of the guidelines in 1992, many advances have been made in traffic monitoring procedures, and updated editions of the TMG were published in 1994 and 2001. The guidebook is intended for use by state and local transportation agencies, as well as others involved in traffic data programs.<br />
Content:<br />
Front Matter<br />
• Table of Contents<br />
1. Introduction<br />
2. Traffic Data Collection Needs<br />
3. Traffic Monitoring Equipment<br />
4. Quality Assurance for Traffic Data<br />
5. Summarizing Traffic Data<br />
6. Reporting and Managing Traffic Data<br />
7. Integrating Operations Data<br />
Appendices<br />
<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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<div style="text-align: left;" class="mycode_align"><span style="font-style: italic;" class="mycode_i"><span style="color: #BDBDBD;" class="mycode_color"><span style="font-size: small;" class="mycode_size">This post has been made by <a href="http://postgen.civilea.com/" target="_blank" rel="noopener" class="mycode_url"><span style="font-weight: bold;" class="mycode_b">CivilEA Post-Generator</span></a> V2.4.1</span></span></span></div>]]></description>
			<content:encoded><![CDATA[<div style="text-align: center;" class="mycode_align"><span style="color: #FFA500;" class="mycode_color"><span style="font-weight: bold;" class="mycode_b"><span style="font-size: x-large;" class="mycode_size">AASHTO Guidelines for Traffic Data Programs</span></span></span></div>
<br />
<div style="text-align: center;" class="mycode_align"><span style="font-weight: bold;" class="mycode_b"> | <span style="color: #00FF00;" class="mycode_color">Size: </span> <span style="color: #FFFF00;" class="mycode_color">2.64 MB</span>| <span style="color: #00FF00;" class="mycode_color">Format:</span> <span style="color: #FFFF00;" class="mycode_color">PDF</span>| <span style="color: #00FF00;" class="mycode_color">Quality:</span> <span style="color: #FFFF00;" class="mycode_color">Original preprint</span>| <span style="color: #00FF00;" class="mycode_color">Publisher: </span> <span style="color: #FFFF00;" class="mycode_color">AASHTO </span>| <span style="color: #00FF00;" class="mycode_color">Year: </span> <span style="color: #FFFF00;" class="mycode_color">2009</span>| <span style="color: #00FF00;" class="mycode_color">pages: </span> <span style="color: #FFFF00;" class="mycode_color">251</span> | <span style="color: #00FF00;" class="mycode_color">ISBN: </span> <span style="color: #FFFF00;" class="mycode_color">9812833013 , 9789812833013</span></span></div>
<br />
<br />
<div style="text-align: left;" class="mycode_align"><img src="http://postgen.civilea.com/icon/info.png" loading="lazy"  alt="[Image: info.png]" class="mycode_img" /></div>
<br />
The objective of the 2nd Edition of these guidelines is to improve the quality of the traffic information that supports decisions at all levels of the transportation profession. Traffic data programs are essential for State Departments of Transportation to accomplish their mission of ensuring safety and mobility to the traveling public. Traffic data supports capital investment programs and budgets, as well as effective design and maintenance programs. This document is a reference for professional traffic monitoring and establishes recommended national traffic monitoring practices that reflect current practice and advances made in the past several years. Since publication of the 1st Edition of the guidelines in 1992, many advances have been made in traffic monitoring procedures, and updated editions of the TMG were published in 1994 and 2001. The guidebook is intended for use by state and local transportation agencies, as well as others involved in traffic data programs.<br />
Content:<br />
Front Matter<br />
• Table of Contents<br />
1. Introduction<br />
2. Traffic Data Collection Needs<br />
3. Traffic Monitoring Equipment<br />
4. Quality Assurance for Traffic Data<br />
5. Summarizing Traffic Data<br />
6. Reporting and Managing Traffic Data<br />
7. Integrating Operations Data<br />
Appendices<br />
<br />
<br />
<img src="http://postgen.civilea.com/icon/download.png" loading="lazy"  alt="[Image: download.png]" class="mycode_img" /><br />
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