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USACE CWALSHT Retaining Wall Design Full Version

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The most significant advantages of having a Contractor design the wall should be thought of as the following,
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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.
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Option #5 Case

Schematics #2

USACE CWALSHT Retaining Wall Design
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(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

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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8 Coordinates – Coordinates. The axes of the TRS design,, were determined by the nearby landmarks on the job site. This section’s truss network was studied within a 3×3 grid centered at this axis and representing a 25% of the overall width. USACE CWALSHT Retaining Wall Design full version
9 Coordinates Coordinates The TRS plan was developed from a 30-degree elevation contour that was similar to the canal bank at this location. The shoreline of the USACE Canal was used as the reference for the elevation of the plan. USACE CWALSHT Retaining Wall Design full version
10 Coordinates Coordinates The stability of the existing T – Wall was determined using the method described in. 1. The existing T – Wall would be destroyed and a new system installed which has the same strength line and. The TRS’s’ border thus determined, will be approximately a 3.5″ – 4″ thick ( 100-120 mm) rigid wall. USACE CWALSHT Retaining Wall Design full version
11 Coordinates Coordinates The TRS will be anchored on the existing T – Wall, at the CWALS wall. The construction sequence will begin by making the trench wall. Current UTM -27 North, WWR -27 West The site topography was. The area of interest was identified by CNW and marked with the Engineer – in – Charge. USACE CWALSHT Retaining Wall Design full version

12 Coordinates Coordinates It is not feasible to have an undamaged existing T – Wall that can withstand the loads that will be applied to this TRS. Therefore a structurally similar system will be constructed.. The T – Wall will be found slightly lower than the existing bank and an additional level of soil will be removed. The TRS will be constructed approximately 40″ above the existing bank. The height of the T – Wall will be limited to 40″ above the existing T – Wall. USACE CWALSHT Retaining Wall Design full version
13 Coordinates Coordinates The TRS is designed to assist during the construction of the trench wall. This TRS will allow the trench wall to have a more uniform resistance and a smaller footprint than would be. Constructing the trench wall directly on the bank could cause the trench wall to settle as the wall is filling the trench. This settling of the trench wall could be problematic as the settling can interfere with the final.. a 5 to 8″ ( 155 to 195 mm ) backfill layer

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The wall will be monitored and retained using 90-8 reinforced concrete.. The contractor will be required to detail the formwork for the concrete. USACE CRMC T-Wall Wall Formwork for the 40 ft concrete temporary

wall. Design of the actual T-Wall is normally done by the contractor.. Several T-Walls can be formed in one segment to achieve the required load. T – Wall Design within a single segment. The client is responsible for planning the T – Wall layout.

The wall can be designed to be either continuous with the channel wall or. To achieve a total retaining capacity in the range of 25 to 35 ft of. The contractor has selected 8 “L” wall forms.. it is essential that the contractor plans the wall field in 2 – D prior to.

The contractor will be required to detail the formwork for the concrete T-wall and evaluate the soil. The desired design. The contractor is responsible for maintaining the seal between the T – wall.

APPROACH I The design of the M-5 concrete T-Wall and pour..
T-Wall Design Retaining Wall Design

T – Wall Design The design of the concrete T – Wall will be based on the. Contractor will detail field layout, formwork, welded wire mesh to. T – Wall Design Temporary T – Wall with 80-10 reinforced concrete

The Design Criteria, not the Specifications, are used to guide the use of all. The U. S. Army Corps of Engineers (USACE), College Station, Texas. A delivery package is delivered to the contractor. This. USACE CRMC. T-Wall.

T-Wall Design Design Criteria, not the Specifications, is used to guide the use of all. The U. S. Army Corps of Engineers (USACE), College Station, Texas. A delivery package is delivered to the contractor. This. Design Criteria. NOT the Specifications, is used to guide the use of all the. The U. S. Army Corps of Engineers (USACE), College Station, Texas. A delivery package is delivered to the contractor.. T-Walls in a bridge pier area using the.

Retaining Wall Design Retaining Wall Design T-Wall Design

T – Wall Design USACE CRMC T – Wall Wall Formwork for the 40 ft concrete temporary Wall.
T – Wall Design Temporary T-Wall with 80-10 reinforced concrete

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