Comparison Of ASTM C-76 Class Pipe To ASTM C-655 D-Load .
EngineeringComparison ofASTM C-76 Class PipeToASTM C-655 D-Load PipeD-Load RangeClass 1 D to 800 ' &lass 1 801 D to 1,000 ' &lass 21,001 D to 1,350 DClass 31,351 D to 2,000 DClass 42,000 D to 3,000 DClass 5Above 3,000 DNo Equal Class PipeDATE SECT.PAGE16.2.1 ASTM C-76 & ASTM C655Comparison
DATE SECT.PAGE16.2.2 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 59789805823819818824834851 2014 American Concrete Pipe Association, all rights 492143412115Pipe Size 7617507407317227157107046996966946896886917049for Type 2 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 93392992391991591590990991593412Class IClass IIClass 0561065108714Resource # 16-201 (Revised 990101113Class IVClass VSpecial Design
DATE SECT.PAGE16.2.3 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 2221216121112081209 2014 American Concrete Pipe Association, all rights 21411391612401515116412Pipe Size 211723171717201737177623for Type 2 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 5319541947194219401944193819421961200626Class IClass IIClass 5208921102159Resource # 16-201 (Revised 1120152035208327Class IVClass VSpecial Design
DATE SECT.PAGE16.2.4 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 12305231023342389 2014 American Concrete Pipe Association, all rights 16321581821225921853023121529223612Pipe Size 27532782284837for Type 2 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 7329792970296529652973296629743006307840Class IClass IIClass 3312231553231Resource # 16-201 (Revised 3930483081315441Class IVClass VSpecial Design
DATE SECT.PAGE16.2.5 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 7920669144853845837829821 2014 American Concrete Pipe Association, all rights 37224124721271459138415181518112Pipe Size r Type 3 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 2115311471143114411501165119612Class IClass IIClass 3371355139214Resource # 16-201 (Revised 3612431260129413Class IVClass VSpecial Design
DATE SECT.PAGE16.2.6 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 547154115291520151415111513152315451588 2014 American Concrete Pipe Association, all rights 012Pipe Size 552154216021772210227423for Type 3 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 246624642449243724312430243724572496256826Class IClass IIClass 2264326862764Resource # 16-201 (Revised 2925502591266627Class IVClass VSpecial Design
DATE SECT.PAGE 16.2.7),// (,* 7 7 %/(7 3( %('',1* ),// (,* 01298829812981299130173066315632Fill Height in Feet 2014 American Concrete Pipe Association, all rights 142705273718242781212862152912Pipe Size 31103161325433Fill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 326332563256326832973351345035for Type 3 Bedding13Class IClass IIClass IIIResource # 16-201 (Revised 08/14)Class IVClass VSpecial Design
DATE SECT.PAGE 16.2.8),// (,* 7 7 %/(7 3( %('',1* ),// (,* 6013521349 2014 American Concrete Pipe Association, all rights 57912Pipe Size 297132613729for Type 4 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 163616391642164816571670168817151756182012Class IClass IIClass 1199420422119Resource # 16-201 (Revised 2518541899196913Class IVClass VSpecial Design
DATE SECT.PAGE16.2.9 ),// (,* 7 7 %/(7 3( %('',1* ),// (,* 1502146214521482156216421742188220722342272 2014 American Concrete Pipe Association, all rights ipe Size 31083189331322for Type 4 BeddingFill Height in FeetFill Height Tables are based on:D-Load (lb/ft/ft)1. as 120 pcf2. AASHTO HL-93 live load3. Positive Projecting Embankment Condition this gives conservative results in comparison to trench 329933213336335633823416346235263618376025Class IClass IIClass IIIResource # 16-201 (Revised 08/14)Class IVClass VSpecial Design
DATE SECT.PAGE16.2.10 67 1' 5' 75(1& (0% 1.0(17,167 // 7,21Standard Trench/Embankment InstallationDiFoundationDo/3DoHMiddle bedding looselyplaced uncompactedbedding except Type 4Lower SideHaunchDo (Min.) 2014 American Concrete Pipe Association, all rights reserved.Resource # 16-201 (Revised 08/14)There are four types of Standard Installations, each with its own soil and compaction requirements. Type 1 bedding provides the most support using highly compacted granular material,while Type 4 provides for less support allowing the use of silts and clay soils with little or no compaction. These four choices provide flexibility and versatility for the designer and contractor, aswell as performance and economy for the owner that are not available with other types of pipe.The soil and compaction requirements are provided in Table 1. Table 2 shows the equivalent soil designations per the Unified Soil Classification System (USCS) and AASHTO.To facilitate your selection of the proper reinforced concrete pipe using the most beneficial Standard Installation for the conditions at the site, fill height tables are provided on the followingpages. The required 0.01 inch crack D-Loads in units of lbs per linear foot per foot of diameter are provided numerically and the class of pipe per ASTM C76 (AASHTO M 170) meeting thisrequirement is designated by color of the cell.Outer beddingmaterials andcompaction eachside, samerequirementsas haunchBeddingSee Tables 1 & 2SpringlineDo/6 (Min.)Overfill SoilCategory I, II, IIIConcrete pipe should be installed in accordance with the AASHTO LRFD Bridge Construction Specifications,Section 27 or ASTM C1479. Figure 1 shows the basic pipe and soil terminology.
ASTM C-76 Class Pipe To ASTM C-655 D-Load Pipe D-Load Range Class 1 D to 800 ' &lass 1 801 D to 1,000 ' &lass 2 1,001 D to 1,350 D Class 3 1,351 D to 2,000 D Class 4 2,000 D to 3,000 D Class 5 Above 3,000 D No Equal Class Pipe Engineering DATE SECT.PAGE
ASTM C42 ASTM C293 ASTM C457 7066 SW 44th ST Miami, FL 33155 Contact: Andres Diaz Abdias H. Saenz, P.E. ASTM C215 Ph 305-668-5792 Fax 786-513-3754 ASTM C900 ASTM C4435 ASTM C597 ASTM C642 Jaime Reyes, P.E. ASTM C174 ASTM C215 ASTM D698 ASTM D2167 ASTM C1585 ASTM D4263 ASTM D4564 ASTM D4580 ASTM C1740 ASTM D4263 ASTM
astm a 966, 135, 136 astm d 1298, 139 astm d 1500, 139 astm d 2161, 141 astm e 1025, 63 astm e 1032, 59 astm e 11, 136, 137 astm e 1135, 102, 107 astm e 1316, 80 astm e 1416, 59 astm e 1417, 106–108, 114 astm e 1444, 131–138, 141, 142 astm e 1647, 69 astm e 165, 109, 115 astm e 1742, 59 astm e 709, 132 astm e
*astm a182 *astm a564 *astm a213 astm a778 *astm a249 asms-5613 *astm a269 asms-5639 *astm a276 asms-5640 *astm a312 asms-5647 . astm a512 cdbw & cdew astm a513 dom astm a519 cdsm sae j524/j525 hydraulic ams 5050 fluid line specification astm a135 astm a178 grd a astm a214 astm a500 grd b astm a513 type 1,2 awwa c200
JIS G3459, JIS G3463. GOST 9940, GOST 9941 Nickel Alloy Pipe Specification: ASTM B111, ASTM B161, ASTM B163, ASTM B165, ASTM B167, ASTM B338, ASTM B407, ASTM B423, ASTM B444, ASTM B619, ASTM B622, ASTM B626, ASTM B668, ASTM B677, ASTM B829 or Standards stipulated in the technical agreement. Add：No.3, Jiangnan Road, Jiangnan Industrial Park, Songyang, Zhejiang Province, China Cell: 86-159 .
ASTM D 1056 ASTM D 1056 ASTM D 412 ASTM D 412 ASTM E 162 ASTM E 662 SMP-800- C ASTM E 595 ASTM E 595 ASTM E 595 Rogers Internal ASTM D 746 ASTM D 150 ASTM D 149 ASTM D 495 ASTM D 257 ASTM C 518 Flame Resistance Flame Spread Index (Is) Smoke Density (Ds) Toxic Gas Emissions Rating Total Mass Loss Collected Volatile Condensible Materials (CVCM) Water
FMVSS 302, FAR 25.853, ASTM C1166, UL 94, ASTM D2859, ASTM D635, ASTM D568, ASTM D2863, GM 269M Radiant panel tests ASTM E906, ASTM E662 (with or w/o toxicity), ASTM E1995, ASTM E648, ASTM E162, ASTM D3675, ASTM E1317, ASTM E2058, ASTM E1354 Cone calorimeter was selected as the method of choice
ASTM D638 TAS201 ASTM F476 TL-144 International Accreditation ASTM C1167 ASTM E773 ASTM E783 ASTM E987 ASTM E1105 ASTM E1886 Certificate of Accreditation Services Inc. TAS203 ASTM B117 ASTM C39 UL 580 UL 1897 ASTM G154 ASTM D635 ASTM G85 ASTM D790 TAS201 TAS202
ASTM A335 Gr P9 ASTM A234 Gr WP9 ASTM A182 Gr F9 ASTM A217 Gr C12 Carbon Steel ASTM A333 Gr 6 ASTM A420 Gr WPL6 ASTM A350 Gr LF2 ASTM A352 Gr LCB ASTM A320 Gr L7 Alloy ASTM A194 Gr 7 Low-Temp ASTM A333 Gr 3 ASTM A420 Gr WPL3
