S01 Amd 02 CS 021 Excavation REV 8-29-22.pdf

(210-VI-NEH, May 2001)

Construction Specification 21—Excavation

1. Scope The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials.

2. Classification Excavation is classified as common excavation, rock excavation, or unclassified excavation in accordance with the following definitions.

Common excavation is defined as the excavation of all materials that can be excavated, transported, and unloaded using heavy ripping equipment and wheel tractor-scrapers with pusher tractors or that can be excavated and dumped into place or loaded onto hauling equipment by excavators having a rated capacity of one cubic yard or larger and equipped with attachments (shovel, bucket, backhoe, dragline, or clam shell) appropriate to the material type, character, and nature of the materials.

Rock excavation is defined as the excavation of all hard, compacted, or cemented materials that re-quire blasting or the use of ripping and excavating equipment larger than defined for common excava-tion. The excavation and removal of isolated boulders or rock fragments larger than 1 cubic yard en-countered in materials otherwise conforming to the definition of common excavation shall be classified as rock excavation. The presence of isolated boulders or rock fragments larger than 1 cubic yard is not in itself sufficient cause to change the classification of the surrounding material.

For the purpose of these classifications, the following definitions shall apply:

Heavy ripping equipment is a rear-mounted, heavy duty, single-tooth, ripping attachment mounted on a track type tractor having a power rating of at least 250 flywheel horsepower unless otherwise specified in section 10.

Wheel tractor-scraper is a self-loading (not elevating) and unloading scraper having a struck bowl capacity of at least 12 cubic yards.

Pusher tractor is a track type tractor having a power rating of at least 250 flywheel horsepower equipped with appropriate attachments.

Unclassified excavation is defined as the excavation of all materials encountered, including rock materials, regardless of their nature or the manner in which they are removed.

3. Blasting The transportation, handling, storage, and use of dynamite and other explosives shall be directed and supervised by a person(s) of proven experience and ability who is authorized and qualified to conduct blasting operations.

Blasting shall be done in a manner as to prevent damage to the work or unnecessary fracturing of the underlying rock materials and shall conform to any special requirements in section 10 of this specifica-tion. When specified in section 10, the contractor shall furnish the engineer, in writing, a blasting plan before blasting operations begin.

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4. Use of excavated material Method 1—To the extent they are needed, all suitable material from the specified excavations shall be used in the construction of required permanent earthfill or rockfill. The suitability of material for spe-cific purposes is determined by the engineer. The contractor shall not waste or otherwise dispose of suitable excavated material.

Method 2—Suitable material from the specified excavations may be used in the construction of re-quired earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer.

5. Disposal of waste materials Method 1—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of at the locations shown on the drawings.

Method 2—All surplus or unsuitable excavated materials are designated as waste and shall be disposed of by the contractor at sites of his own choosing away from the site of the work. The disposal shall be in an environmentally acceptable manner that does not violate local rules and regulations.

6. Excavation limits Excavations shall comply with OSHA Construction Industry Standards (29CFR Part 1926) Subpart P, Excavations, Trenching, and Shoring. All excavations shall be completed and maintained in a safe and stable condition throughout the total construction phase. Structure and trench excavations shall be completed to the specified elevations and to the length and width required to safely install, adjust, and remove any forms, bracing, or supports necessary for the installation of the work. Excavations outside the lines and limits shown on the drawings or specified herein required to meet safety requirements shall be the responsibility of the contractor in constructing and maintaining a safe and stable excavation.

7. Borrow excavation When the quantities of suitable material obtained from specified excavations are insufficient to con-struct the specified earthfills and earth backfills, additional material shall be obtained from the desig-nated borrow areas. The extent and depth of borrow pits within the limits of the designated borrow areas shall be as specified in section 10 or as approved by the engineer.

Borrow pits shall be excavated and finally dressed to blend with the existing topography and sloped to prevent ponding and to provide drainage.

8. Overexcavation Excavation in rock beyond the specified lines and grades shall be corrected by filling the resulting voids with portland cement concrete made of materials and mix proportions approved by the engineer. Con-crete that will be exposed to the atmosphere when construction is completed shall meet the require-ments of concrete selected for use under Construction Specification 31, Concrete for Major Structures, or 32, Structure Concrete, as appropriate.

Concrete that will be permanently covered shall contain not less than five bags of cement per cubic yard.

The concrete shall be placed and cured as specified by the engineer.

Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved, compacted earthfill. The exception to this is that if the earth is to become the subgrade for riprap, rockfill, sand or gravel bedding, or drainfill, the voids may be filled with material conforming to the specifications for the riprap, rockfill, bedding, or drainfill. Before correcting an overexcavation condition, the contractor shall review the planned corrective action with the engineer and obtain ap-proval of the corrective measures.

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9. Measurement and payment For items of work for which specific unit prices are established in the contract, the volume of each type and class of excavation within the specified pay limits is measured and computed to the nearest cubic yard by the method of average cross-sectional end areas or by methods outlined in section 10 of this specification. Regardless of quantities excavated, the measurement for payment is made to the specified pay limits except that excavation outside the specified lines and grades directed by the engineer to re-move unsuitable material is included. Excavation required because unsuitable conditions result from the contractor's improper construction operations, as determined by the engineer, is not included for mea-surement and payment.

Method 1—The pay limits shall be as designated on the drawings.

Method 2—The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous exca-vation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower and lateral limits shall be the neat lines and grades shown on the drawings.

Method 3 —The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous exca-vation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower and lateral limits shall be the true surface of the completed excavation as directed by the engineer.

Method 4—The pay limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations except that where excavation is performed within areas designated for previous exca-vation or earthfill, the upper limit shall be the modified ground surface resulting from the specified previous excavation or earthfill.

b. The lower limit shall be at the bottom surface of the proposed structure.

c. The lateral limits shall be 18 inches outside of the outside surface of the proposed structure or shall be vertical planes 18 inches outside of and parallel to the footings, whichever gives the larger pay quantity, except as provided in d below.

d. For trapezoidal channel linings or similar structures that are to be supported upon the sides of the excavation without intervening forms, the lateral limits shall be at the underside of the proposed lining or structure.

e. For the purposes of the definitions in b, c, and d, above, any specified bedding or drainfill directly beneath or beside the structure will be considered to be a part of the structure.

All methods—The following provisions apply to all methods of measurement and payment.

Payment for each type and class of excavation is made at the contract unit price for that type and class of excavation. Such payment will constitute full compensation for all labor, materials, equipment, and all other items necessary and incidental to the performance of the work except that extra payment for backfilling overexcavation will be made in accordance with the following provisions.

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Payment for backfilling overexcavation, as specified in section 8 of this specification, is made only if the excavation outside specified lines and grades is directed by the engineer to remove unsuitable material and if the unsuitable condition is not a result of the contractor's improper construction operations as determined by the engineer.

Compensation for any item of work described in the contract, but not listed in the bid schedule is in-cluded in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 10 of this specification.

10. Items of work and construction details

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NRCS – 08/2022 21 – 5

FL – Brock Gully Stabilization

10. Items of work and construction details

Items of work to be performed in conformance with this specification and construction details are:

a. Subsidiary Item, Excavation, Common

(1) This item shall consist of all common excavation necessary and incidental for constructing subsurface drainage items and plunge pool; and obtaining and hauling the fill material to construct the embankments for the access road, waterways, and diversions as shown in the drawings.

(2) In Section 3, Use of blasting is prohibited.

(3) In Section 4, Use of excavated material, method 2 will apply.

(4) In Section 5, Disposal of waste material, method 1 will apply. Disposal of surplus or waste material will be paid by Bid Item 21, Excavation, Common, Surplus and Waste Disposal.

(5) In Section 6, Excavation limits, supplement with the following:

OSHA Soil Classification: In accordance with OSHA Standard No. 1926, Subpart P, Appendix A, the subsoils encountered to the approximate 20-ft depth may be classified as Type C soils. This classification should be used to ensure all excavations and trenching operations comply with OSHA requirements. Excavations for the subsurface drainage pipes and riser structures should also conform to Section 125 of the FDOT Standard Specifications for Road and Bridge Construction, July 2021 Edition.

(6) Bracing / Trench Boxes: All excavations in excess of 4 feet deep should be sheeted and adequately braced or open cut with a slope. Sheeting may be wood or steel. Strut loads, sheeting material properties, and sheeting penetration depend on the excavation depth, width, excavation duration, construction techniques, and bracing system. All sheeting and strut requirements should be designed by a licensed civil engineer and approved by the Engineer.

(7) Open Cuts: For open cut excavations less than 10 feet in depth, the maximum slope for long term conditions shall be 1V:3H. For short term conditions, a slope no steeper than 1V:2H shall be used. Open cuts shall not be used for excavations greater than 10 feet.

(8) In Situ Soils: Excavated in situ soils may be tested and processed as necessary for use as structural fill.

(9) Dewatering: Excavation shall be performed on dewatered in situ soils in accordance with Construction Specification 11, Removal of Water, as applicable.

NRCS – 08/2022 21 – 6

FL – Brock Gully Stabilization

(10) Erosion Control: Excavation operations shall include erosion control in accordance with Construction Specification 5, Pollution Control, as applicable.

(11) Measurement and Payment: In Section 9, Measurement and payment, no separate payment shall be made for this item. Compensation shall be included for the respective bid item to which it is subsidiary:

Bid Item 6, Earthfill Bid Item 9, Corrugated Steel Pipe, 24” CSP Bid Item 10, Corrugated Steel Pipe, 60” CSP Bid Item 11, Corrugated Steel Pipe, 60” CSP Fabricated Fittings Bid Item 12, Corrugated Steel Pipe, 72” CSP Riser Bid Item 14, Rock Riprap, Plunge Pool Bid Item 15, Articulating Concrete Block Revetment System

b. Bid Item 21, Excavation, Common, Surplus and Waste Disposal

(1) This item shall consist of all common excavation, hauling and disposing of excavated material in excess of what is needed for earthfill (Construction Specification 23) to construct the works of improvement, along with any excavated waste material.

(2) In Section 5, Disposal of waste material, method 1 will apply. The surplus/waste material will be dumped in an area designated by the engineer, within the limits of the property.

(3) Erosion Control: Disposal area shall include erosion control in accordance with Construction Specification 5, Pollution Control, as applicable.

(4) Measurement and Payment: Surplus excavated material will be measured by before and after cross-sections of the disposal area to determine the pay limits.