Proctor Compaction Test
Found 9 free book(s)
Part 4 COMPACTION TESTING - Missouri S&T
web.mst.eduCompaction tests results vary with the input compactive effort, usually measured in foot -pounds per cubic foot of soil. The line of optimum moisture contents is usually around 85% saturation and the optimum moisture content decreases with increasing compactive effort. Which Test Are You Using? Standard Proctor 12,400 ft -lbs/ft. 3
Chapter 5 Parking Lot Design - Home - APAI
www.apai.netfuture flora growth. Grading and compaction of the area should be completed so as to eliminate yielding or pumping of the soil. The subgrade should be compacted to a uniform density of 95 percent of the maximum density. This should be determined in accordance with Standard Proctor density (Test Method 103). The compaction require-
BULLETIN - JM Eagle
www.jmeagle.comIf bedding falls on the borderline between two compaction categories, select lower E’ value or average the two values. Percentage Proctor based on laboratory maximum dry density from test standards using about 12,500 ft-lb/cu ft (598,000 J/m 3 ) (ASTM D 698, AASHTO T-99, USBR Designation E-11).
TEST METHOD FOR EARTHWORK COMPACTION CONTROL …
www.dot.ny.govThe details included in this test method are for use with the Standard Proctor Test. 2. SUMMARY OF METHOD The test consists of the following steps which are explained in the test procedure: ... Form SM 418b is used for recording compaction test data. Refer to this form in Appendix F. Form SM 418b uses US Customary Units (lbs.) for recording the ...
4 Results: California Bearing Ratio (CBR)
sundoc.bibliothek.uni-halle.dea standard proctor test. Untreated compacted soil specimens (without chemical additives) of tertiary clay, organic silt, and weathered soil, compacted at optimum water content, had CBR-values of 4.6, 3.2, and 5.4%, respectively. CBR-values of untreated compacted soils need to
Copy of Swimming Pools outline - Florida Building
www.floridabuilding.orgCheck compaction – 90% Modified Proctor R506.2.4 Joints Concrete slabs on ground should have joints unless they contain: Synthetic fiber reinforcement (½ – 2" in length in dosage amounts of 0.75 to 1.5 lb/yd³) or 0.5 to 1.5 lb/yd3 (see code language below)
SPECIFICATIONS FOR SUPPLYING AND PLACING BACKFILL
www.gov.mb.caStandard Proctor ASTM D 698 MRB-A213 Sand Equivalent ASTM D 2419 AASHTO T176 MRB-A215 Coarse Aggregate Only: Crush Count ASTM D 5821 MRB-A203 One test per hour of production or as directed by the Engineer. Shale Content MRB-A208 Flakiness Index MRB-A216 Micro-Deval CSA A23.2-29A ASTM D 6928 MRB-A214
HDPE PRODUCTS - JC Smith Inc
www.jcsmithinc.comstiffness at a given compaction and requires greater compactive effort to provide a given level of soil stiffness. 3. All acceptable back ll materials are not presented here. See ASTM D2321 for a complete listing of classi cations. 4. Results based on the AASHTO LRFD design method using zero hydrostatic pressure and a soil density of 120 pcf.
MANUAL OF PROCEDURES FOR EARTHWORK …
www.dot.state.oh.usVOLUME I FOREWORD The entire Earthwork manual is not part of the con-tract with the Contractor. The information contained in the manual does not replace, supersede or modify any