Structure excavation & Backfill Flashcards

1
Q

What material is to be used flowable backfill be used around structures.

A

NO–> Only for VERY special cases

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2
Q

Moisture content for backfill material

A

Looking for shiny, sticky, muddy and holds shape well.

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3
Q

What question should I be asking as I look at backfill material?

A

Is clay content high in this material?
Any indication of expansive soils?

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4
Q

BEFORE DIGGING WHAT NEEDS TO BE DONE?

A

Dig Alert submitted 2 full working days before operation
delineated high risk utilities

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5
Q

How far back are spoils from edge?

A

2 ft

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6
Q

Competent Person

A

Inspects face for failure
Enforses CSO
Enforces submittals

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7
Q

How deep of excavations are allowed before needing to follow OSHA regulations?

A

5 ft

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8
Q

Egress Rules

A

-4 feet or deeper, need egress ever 25 ft
-3 feet above grade for ladder

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9
Q

5-4-3-2-1 pneumonic

A

5-anything over 5 feet needs a plan stamped by an engineer
4-anything deeper than 4 needs a degree every 25 ft
3-The egress ladder needs to extend 3 ft above grade
2- spoils are 2 ft away from excavation
1- one competent person

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10
Q

If the buried man-made object is discovered and is not shown on the plan

A

Change Order work

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11
Q

When to take photos

A

Prior to excavation operations

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12
Q

Is the bottom of footing for any structure final?

A

No, it is approximate.

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13
Q

Slurry backfill is defined as

A

2 sack cement

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14
Q

Sand Equivalent Definition

A

Sand vs Clay ratio per CT 217

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15
Q

Beyond structure backfill graduation requirements and compaction requirements

A

100% passing 3” and 90% compacted

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16
Q

Thickness of lifts

A

8”

17
Q

Do not place backfill against structures until they have reached a compressive strength of?

A

2,500 PSI

18
Q

When backfilling an abutment, what needs to be placed on bridge’s back wall for protection?

A

bumpers

19
Q

Is compaction method damaging the structure?

A
20
Q

What is compaction below approach slabs or sidewalks, or roadway?

A

95% to a distance of 2.5’ below these surfaces. But is 95% under all approach slabs. full width and depth due to compaction specifications.

21
Q

How far back is 95% compaction from the centerline of the abutment?

A

150 ft

22
Q
A