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GENERAL STRUCTURAL NOTES Affiliated Engineers

GENERAL REQUIREMENTS:1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS RELATING TO EXISTING CONDITIONS BY MAKING FIELD SURVEYS AND MEASUREMENTS PRIOR TO COMMENCING FABRICATION OR THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY.

modified proctor maximum dry density. compaction, or recompaction of the footing excavation bearing level soils loosened by the excavation process, shall be achieved by making several passes with a relatively lightweight, walk-behind vibratory sled or roller compactor. 8. unless noted, all footings shall be centered under columns, piers and ...

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Transcription of GENERAL STRUCTURAL NOTES Affiliated Engineers

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SCOPE OF WORK - Mallen Construction

www.mallenconstruction.com

Dec 14, 2011 · pumping, vibrators, concrete buckets, etc.. V. Subcontractor is responsible for receipt, handling, layout and installation of embeds, block outs, anchor bolts, etc. in cast-in-place concrete work. The embeds and anchor bolts are to be supplied by others unless otherwise specifically included.

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Soil Compaction Handbook - Multiquip Inc

www.multiquip.com

compaction effort is needed to achieve the desired results. Proctor Test (ASTM D1557-91) The Proctor, or Modified Proctor Test, determines the maximum density of a soil needed for a specific job site. The test first determines the maximum density achievable for the materials and uses this figure as a reference. Secondly, it tests the effects of

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AASHTO #57 Stone Specs - Capitol Flexi-Pave

capitolflexipave.com

Compaction testing of #57 stone with a nuclear gauge or other device is not possible, even though many specifications state that it should be compacted to 95% of Proctor values. So rather than compaction tests, #57 stone should have it’s individual stone facets properly oriented using a plate compactor, jumping jack, or other

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EXPERIMENT 9 MOISTURE-DENSITY RELATION …

cemmlab.webhost.uic.edu

Oct 05, 2002 · Modified Proctor Test is identical to the Standard Proctor Test except it employs, a 10 lb hammer falling a distance of 18 inches, and uses five equal layers of soil instead of three. There are two types of compaction molds used for testing. The smaller type is 4 inches in diameter and has a volume of about 1/30 ft3 (944 cm3),

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Part 4 COMPACTION TESTING - Missouri S&T

web.mst.edu

Compaction 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

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FIELD DENSITY BY THE SAND CONE METHOD

apps.azdot.gov

those surrounding locations where the required compaction was found through testing to be satisfactory. (i) If less than 40% is retained on the 3/4” sieve, proceed with the following calculations. CALCULATIONS 8. (a) The calculations are the same as those for referencing to a Method ‘A’ Proctor. Section 6.

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TEST METHOD FOR EARTHWORK COMPACTION CONTROL …

www.dot.ny.gov

with specific compaction requirements. 6. Soil Type - Briefly describe the material tested so that the appropriate Family of Compaction Control Curves is used. 4.3 Testing and Sampling 4.3.1 Place the gauge on the prepared area and insert the probe into the performed hole to the desired depth. Seat the gauge.

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Standard Test Methods for Laboratory Compaction ...

www.resolutionmineeis.us

1.1 These test methods cover laboratory compaction meth-ods used to determine the relationship between molding water content and dry unit weight of soils (compaction curve) compacted ina4or6-in. (101.6 or 152.4-mm) diameter mold with a 5.50-lbf (24.5-N) rammer dropped from a height of 12.0 in. (305 mm) producing a compactive effort of 12 400 ft ...

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GUIDELINES FOR EMBANKMENT CONSTRUCTION

www.dot.ny.gov

4. COMPACTION CONTROL The specifications require that each lift of the embankment be compacted to the satisfaction of the Engineer. If the Engineer elects to test, satisfactory compaction is defined as 90% (95% in the – Density –

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Compaction, Proctor, AASHTO #57 Stone Specs, SAND CONE, GUIDELINES FOR EMBANKMENT CONSTRUCTION