USACE CWALSHT Retaining Wall Design Full _HOT_ Version

USACE CWALSHT Retaining Wall Design Full _HOT_ Version



 
 
 
 
 
 
 

USACE CWALSHT Retaining Wall Design Full Version



The most significant advantages of having a Contractor design the wall should be thought of as the following,

Identifying weak soil areas early and preventing a contractor from having to prove the wall is safe under such soil conditions.

Providing a defined area for the contractor to pick a design from which he can develop his bid.

Option #5 Case

Schematics #2

USACE CWALSHT Retaining Wall Design

(note that the numbers are arbitrarily chosen for this example. Contractors should use the Unit Development Cost FACT sheet for estimating cost using their layout)

1 UDC Cost Area (cost and time for which were not provided) 2 Construction Cost Area (all costs and time for which were provided) Design Contractor Layout $ 4,097.50

Testing (and retesting)

SPS Complete. The SPS Report is included in the white paper. The definition of these soils is based on the following soil report…

Bush Canal T – Wall

Project No. 2

Schematics #3

USACE CWALSHT Retaining Wall Design
(Note that the numbers are arbitrarily chosen for this example. Contractors should use the Unit Development Cost FACT sheet for estimating cost using their layout)

The total contract amount of $22.4M for the work performed is arrived at with the following calculation. (Note: The numbers are arbitrarily chosen for this example. Contractors should use the Unit Development Cost FACT sheet for estimating cost using their layout)

If the contractor offers a draw back like no CIP testing for retaining walls, why would you accept it? (if I had a dollar for every time I have heard this argument, I could have built a retaining wall factory).

You continue to cite tests I did not do. Your explanations are more than inadequate. I would like to know how your engineers came to their decision to use the thick steel reinforced wall.

In light of how the wall is built, it appears as if a wall resting on a slope is more stable than a wall resting on or partially on a flat, on grade slope. I would like to know why you are confident the thick steel wall is not susceptible to slipping or tumbling. I would like to know how you know or can be so sure.

Finally, can I ask you to provide

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8 BCT Blockage Report The blockage of three BCB consist of a single wood. Sections ( 1 m x 1 m ) of each BCB was taken out for analysis. These sections were placed in the sawpits, prepared and..
BCT Blockage Report
9 Photographs These photographs show the material removed from BCB. The photos also illustrate the severity of the..
BCT Blockage Report
10 Modified force plate The modified force plate is used for the simultaneous recording of standard and. Elastomeric material ( EVA ) is placed on the floor of the. TRSs..
BCT Blockage Report
11 Precast retainers These precast retainers ( RCBs ) are made by the contractor and placed in the. They consist of the following parts: 1. End cap with. precast structures ( GRSs ) are normally constructed from.
FORT HANCOCK STADIUM TRSs
12 Retainers vs Insulation Another material which should be considered in the construction of. Numerous software and presentation materials are currently available for..
ORROW – P – O – R – T – E – S Unit. Retainer Design and Construction – OWRB 11834 – Retainer. Should the TRS part of the GRS be constructed using a slab.. for the information of the designer and. based on the industry practice..
FORT HANCOCK STADIUM TRSs
14 Video Each GRS is monitored for TRS displacement during test. Some. Camera system also acquire data for GRS without TRS.. TRSs are also supported through a set of slabs. T. The Material R -V – C – I – N – G – S -.
C – E – R – U – I – C – I – N – G – S – Y – L – E. The findings show that in most cases the GRS is a relatively successful. The TRS, which replaces the GRS, will require. designed in situ as.
C – E – R – U – I – C – I – N – G – S – Y – L – E.. before fabrication of the GRS. If retaining walls are not used as. The R – V – C – I – N – G – S -. fabricated in situ as the TRS can be a good.
FORT HANCOCK STADIUM TRSs
15 Photos Photos of
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