755 SECTION 685 BRIDGE CLEANING
685.1DESCRIPTION :
The cleaning work shall consist of three phases of cleaning. Phase -One will be a dry, pre - wash cleaning, followed by two -phase water cleaning. All dry, pre -wash cleaning shall be performed prior to any water cleaning, and all water cleaning shall be performed prior t o surface preparation and painting operations. With approval of the Engineer, the Contractor may break this work up into sections or bays.
685.1.1 -Phase One: This phase shall consist of cleaning by dry methods all loose dirt and debris from all areas as noted in the plans. This phase shall be completed prior to any washing operations. Collection may include the use of brooms, brushes, shovels, wheelbarrows, buckets, vacuums, or other suitable means.
685.1.2 -Phase Two: This phase shall consist of washing completely with low pressure plain water the entire bridge deck, curbs, parapets, sidewalks and expansion joints, and any other areas as noted in the plans. All drains shall be thoroughly flushed and shall be free flowing. All debris and trash sh all be removed from the drains. At the nozzle end, the washing equipment shall have a minimum pressure of 3000 PSI and a maximum pressure of 4500 PSI.
685.1.3 -Phase Three: This phase shall consist of washing with a mixture of low pressure water and a solution of a commercial brand soluble salt remover, any areas as noted in the plans. This washing shall be accomplished with a low pressure washer at a minimum pressure of 3000 PSI and a maximum pressure of 4500 PSI, at the nozzle end with the nozzle 4” to 8” from the surface. Remove all surface abnormalities such as rust scale, peeling paint, or blistered paint that would prevent the soluble salt remover from coming into c ontact with the salt contamination. Typically, low pressure water washing is not capable of removing intact coating material. The nozzle type shall be a rotary nozzle. The contractor shall follow the Manufacturer’s recommendations or specifications for m ethod and rate of application of the soluble salt remover. Water shall be from an approved source of drinking water, and the soluble salt remover shall be chosen from West Virginia Division of Highways Approved Source List. The contractor is to place sp ecial emphasis on the top surface of all flanges, connection plates, bearings, and excessively rusty or pitted areas. Any areas of the structure that exhibit mineral deposits of black iron oxide called “black rust” after any abrasive blasting shall be considered contaminated with chlorides and will need an additional washing with the soluble salt remover solution and another abrasive blasting.
685.2 -TESTING OF STRUCTURAL STEEL : The maximum level of chloride contamination shall be 5 micrograms/cm2. Testing method shall be in accordance with The Society for Protective Coatings (SSPC) Technology Guide 15, Section 5.2.5, Latex Sleeve Methodology. In the first 150 sq. ft. of cleaning the contractor is to determine by sufficient testing of the most deteriorated areas (after rust has been removed), the rate of application, nozzle pressure, nozzle distance from surface, and dilution ratio of mixture to achieve the desired level of cleanliness. Thereaf ter, the contractor is to perform test in areas designated by the Engineer to insure that the entire structure has attained the specified level of cleanliness. The Engineer is to verify the degree of cleanliness. The Engineer’s decision shall be final.
756 685.3 -GENERAL CONTRACTOR RESPONSIBILITY : The Contractor’s washing sequence and plans shall not allow the possibility of recontamination of the structure before blast cleaning and/or painting operations are completed. No cleaning shall be performed when temperatures are such that freezing could occur or that it is anticipated that temperatures could drop to freezing while the structure is wet. Equipment, methods and materials shall meet the a pproval of the Engineer. All applicable sections of Section 107 of the Specifications shall be followed when washing over the railroad, roadways, navigational waterways, parking lots etc. and regarding dirt and debris from cleaning, paint chips, and dirt and debris containing paint chips.
685.4 -BASIS OF PAYMENT : Payment for the above described work, including all material, equipment, labor and any other incidental work necessary to complete this item, will be considered completely covered by the contract unit price for the item below.
685.5-PAY ITEM : ITEM DES CRIPTION UNIT 685001 -* Bridge Cleaning Lump Sum
* Sequence number
757 SECTION 687 SHOP PAINTING METAL STRUCTURES
687.1 -DESCRIPTION : The shop painting (coating) of metal structures shall follow the provided requirements set forth in this spe cification unless otherwise noted in the Contract. This specification shall apply to surface preparation, coating application, contractor/fabricator responsibilities, environmental and worker protection, and waste handling/disposal.
687.2 -GENERAL : 687.2.1 -Surface Preparation: Shall meet the requirements of this section.
687.2.1.2 -Blasting: The compressed air used for nozzle blasting shall be free of water or oil. The cleanliness of each compressed air system shall be verified at least once per shift using the blotter test in accordance with ASTM D4285, “Standard Test Method for Indicating Oil or Water in Compressed Air”.
687.2.1.2.1 -Commercial Blast: Shall meet the requirements of SSPC -SP 6 / NACE 3 prior to painting. The appearance of the steel surface after blast cleaning shall correspond to the applicable and current SP 6 pictorial standards of SSPC Vis 1.
687.2.1.2.2 -Brush -Off Blast: Shall meet the requirements of SSPC -SP 7 / NACE 4 prior to painting. The appearance of the steel surface after brush off blast cleaning shall correspond to the applicable and current SP 7 pictorial standards of SSPC Vis 1.
687.2.1.2.3 -Near White Metal Blast : Shall meet the requirements of SSPC -SP 10 / NACE 2 prior to painting. The appearance of the steel surface after blast cleaning shall correspond to the applicable and current SP 10 pictorial st andards of SSPC Vis 1.
687.2.1.2.4 -White Metal Blast : Shall meet the requirements of SSPC -SP 5 / NACE 1 prior to painting. The appearance of the steel surface after blast cleaning shall correspond to the applicable and current SP 5 pictorial standards o f SSPC Vis 1.
687.2.1.2.5 -Blast Media: The abrasives used for all blasting shall meet the guidelines set forth in SSPC AB1 for mineral and slag abrasives, and AB3 for ferrous metallic abrasives. Any additive mixed with the abrasive shall be approved by the Division prior to use. The abrasives used shall produce a height of profile between 1.0 and 3.0 mils. In addition, the container or bag of abrasive shall include the name of the abrasive, the name of the manufacturer, and the size of the abrasive. If any additive has been included with the abrasive, the name and the percentage of the additive shall be on the container or bag.
687.2.2 -Post-Surface Preparation: Surface prep operations shall be performed in such a manner that no damage is done to p artially or entirely completed portions of the work. After surface prep, any areas that are repaired by welding shall be prepped again. Areas repaired by grinding or other means shall have the anchor pattern restored by abrasive blasting. Visible deposits of oil, grease, or other contaminants shall be removed according to SSPC -SP1"Solvent Cleaning" prior to painting. Dust, loose residues , and the removal of abrasives from pockets and corners shall be removed from prepared surfaces by