table 1: standard installation soils and minimum ... 1: standard installation soils and minimum...

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Table 1: Standard Installation Soils and Minimum Compaction Requirements Table 2: Equivalent USCS and AASHTO Soil Classifications for SIDD Soil Designations Installation Bedding Haunch and Type Lower Side Representative Soil Types Percent Compaction Standard Thickness Outer Bedding Modified Type 1 D o /24 minimum, not 95% Category I 90% Category I, USCS AASHTO Proctor Proctor less than 3" (75 mm) 95% Category II, SIDD If rock foundation, use or Gravelly SW, SP, A1, A3 100 95 D o /12 minimum, not 100% Category III Sand GW, GP 95 90 less than 6" (150 mm) (Category I) 90 85 85 80 Type 2 D o /24 minimum, not 90% Category I 85% Category I, 80 75 less than 3" (75 mm) or 90% Category II, 61 59 If rock foundation, use 95% Category II or D o /12 minimum, not 95% Category III Sandy GM, SM, ML, A2, A4 100 95 less than 6" (150 mm) Silt Also GC, SC 95 90 with less than 90 85 Type 3 D o /24 minimum, not 85% Category I, 85% Category I, (Category II) 20% passing 85 80 less than 3" (75 mm) 90% Category II, 90% Category II, #200 sieve 80 75 If rock foundation, use or or 49 46 D o /12 minimum, not 95% Category III 95% Category III less than 6" (150 mm) Silty CL, MH, A5, A6 100 90 GC, SC 95 85 Type 4 No bedding required No compaction No compaction Clay 90 80 except if rock required, except if required, except if (Category III) 85 75 foundation, use D o /12 Category III, Category III, 80 70 minimum, not use 85% use 85% 45 40 less than 6" (150 mm) CH A7 100 90 Reference: ASCE 15-98, “Standard Practice for Direct Design of Buried Precast Concrete Pipe 95 85 Using Standard Installations (SIDD)”, 1998. 90 80 NOTES: 45 40 1. Compaction and soil symbols – i.e. “95% Category I” refers to Category I soil material with a minimum Standard Proctor compaction of 95%. See Table 2 for equivalent Modified Proctor values. Reference: ASCE 15-98, “Standard Practice for Direct Design of Buried Precast Concrete 2. Soil in the outer bedding, haunch, and lower side zones shall be compacted to at least the same compaction as the Pipe Using Standard Installations (SIDD)”, 1998. majority of soil in the overfill zone. 3 Installation information is courtesy of the American Concrete Pipe Association. For full and complete installation information please visit the American Concrete Pipe Association Website: http://www.concrete-pipe.org/installation.htm

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Table 1: Standard Installation Soils and Minimum Compaction Requirements Table 2: Equivalent USCS and AASHTO SoilClassifications for SIDD Soil DesignationsInstallation Bedding Haunch and

Type Lower Side Representative Soil Types Percent Compaction

Standard

Thickness Outer Bedding

ModifiedType 1 Do/24 minimum, not 95% Category I 90% Category I, USCS AASHTO Proctor Proctorless than 3" (75 mm) 95% Category II, SIDD

If rock foundation, use or Gravelly SW, SP, A1, A3 100 95 Do/12 minimum, not 100% Category III Sand GW, GP 95 90

less than 6" (150 mm) (Category I) 90 85 85 80Type 2 Do/24 minimum, not 90% Category I 85% Category I, 80 75less than 3" (75 mm) or 90% Category II, 61 59If rock foundation, use 95% Category II or

Do/12 minimum, not 95% Category III Sandy GM, SM, ML, A2, A4 100 95 less than 6" (150 mm) Silt Also GC, SC 95 90

with less than 90 85Type 3 Do/24 minimum, not 85% Category I, 85% Category I, (Category II) 20% passing 85 80less than 3" (75 mm) 90% Category II, 90% Category II, #200 sieve 80 75If rock foundation, use or or

49 46Do/12 minimum, not 95% Category III 95% Category IIIless than 6" (150 mm) Silty CL, MH, A5, A6 100 90

GC, SC 95 85Type 4 No bedding required No compaction No compaction Clay 90 80except if rock required, except if required, except if (Category III) 85 75foundation, use Do/12 Category III, Category III, 80 70minimum, not use 85% use 85% 45 40less than 6" (150 mm)

CH A7 100 90Reference: ASCE 15-98, “Standard Practice for Direct Design of Buried Precast Concrete Pipe

95 85Using Standard Installations (SIDD)”, 1998. 90 80

NOTES: 45 40 1. Compaction and soil symbols – i.e. “95% Category I” refers to Category I soil material with a minimum Standard

Proctor compaction of 95%. See Table 2 for equivalent Modified Proctor values. Reference: ASCE 15-98, “Standard Practice for Direct Design of Buried Precast Concrete 2. Soil in the outer bedding, haunch, and lower side zones shall be compacted to at least the same compaction as the Pipe Using Standard Installations (SIDD)”, 1998.

majority of soil in the overfill zone.

3

Installation information is courtesy of the American Concrete Pipe Association. For full and complete installation information please visit the American Concrete Pipe Association Website: http://www.concrete-pipe.org/installation.htm