Source: http://docplayer.net/21490841-Minimum-quality-control-plan-for-field-placement-of-latex-modified-mortar-or-concrete-wearing-surface.html
Timestamp: 2018-12-10 05:30:57
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MINIMUM QUALITY CONTROL PLAN FOR FIELD PLACEMENT OF LATEX MODIFIED MORTAR OR CONCRETE WEARING SURFACE - PDF
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1 CS-1042 (8-13) MINIMUM QUALITY CONTROL PLAN FOR FIELD PLACEMENT OF LATEX MODIFIED MORTAR OR CONCRETE WEARING SURFACE State Route (SR) Section County ECMS# Prime/Sub Contractor Latex Modified Concrete Supplier Part 1. ORGANIZATIONAL CHART Personnel Full Name Responsibilities A. Superintendent: Oversees Latex concrete operations B. Latex Concrete Foreman: Oversees placement of material and related operations C. Certified Concrete Field: Performs field tests, sampling and acts as Technician(s): contact person for PennDOT NECEPT Certification No(s): Expiration date(s): Latex Manufacture Rep./Company: Available to provide technical support during the initial mix design Note: Problems related to latex modified concrete material, placement operations, and testing shall be directed to the appropriate personnel listed above. Part 2. EQUIPMENT SPECIFICATIONS (Attach additional sheets if necessary) A. Surface Preparation Equipment a. Manufacturer(s) b. Model(s) c. Rated Capacity(ies) B. Proportioning and Mixing Equipment a. Manufacturer(s) b. Model(s) c. Rated Capacity(ies) C. Placing and Finishing Equipment a. Manufacturer b. Model c. Vibratory Pan Frequency d. Number of Work Bridges 1 of 6
2 D. Small Tools/Supplies (vacuums, vibrators, brooms, hand brushes, concrete rakes & wheelbarrows) E. Lighting Plan (For non-daylight placements, provide a sketch of light plant placements & light configuration on finishing machine on page 6) Part 3. SURFACE PREPARATION A. Remove and repair existing unsound concrete. B. Perform Hydrodemolition or Scarify existing deck surface as specified in the contract documents. C. Water Source/Supply D. Within 24 hours prior to placement, clean the entire prepared deck surface by an approved method a. Equipment and Method to clean existing prepared deck b. Equipment and Method to clean/remove rust from exposed reinforcement bars (if required) c. Method to protect the deck against contamination until overlay operations are complete d. Method to keep deck moist one (1) hour prior to placement e. Method to adequately remove excess water in depressions, holes or areas of concrete removal Part 4. MATERIAL CONTROL A. Aggregates a. Coarse and Fine aggregate sources of supply i. Coarse Aggregate Supplier/Location ii. Fine Aggregate Supplier/Location iii. Approved Project Aggregate Stockpile location(s) b. Moisture test according to AASHTO T 255 and/or ASTM C 70 to be run immediately prior to placements i. Method to maintain saturated surface dry condition c. Aggregate piles and charged mobile mixers protected from sun and rain 2 of 6
3 d. Mobile mixers charged less than 6 hours prior to material mixing unless approved by the Representative e. Aggregate control i. According to Pub. 408 Section (c) B. Latex/Cement a. Latex i. Supplier ii. Tanker recirculation Method and Frequency iii. Purge mobile mixer of any residual cement, latex or aggregates which cannot be accounted for by certification, or history, or obtain samples of the liquid latex admixture and cement being used in the mix and deliver to the Representative for testing iv. Provide certification (CS-4171) for each Latex tanker v. Samples/Sampling Procedures 1. Mobile mixer 2. Latex tanker b. Cement i. Supplier/Type ii. Method of delivery to project: Mobile mixer Tanker iii. Method to monitor raw cement temperatures C. Completed Mix/Mix Designs a. Test component compatibility during mix design process - unless previously approved mix design is on file that performs acceptably b. Perform yield test in conjunction with mobile mixer calibration c. Verify workability time frame of completed mix d. Method to monitor completed mix temperatures D. Limitations of Operations a. Steps to mitigate the mix component temperatures if the ambient temperature is 80ºF at any time 24 hours prior to the overlay placement. 3 of 6
4 Part 5. TESTING REQUIREMENTS Test each 5 cubic yard of latex material for plastic air content, temperature, and slump. Continue testing the load until control is established. Coordinate and facilitate changes as needed in a timely manner. A. Temperature (ASTM C 1064) shall be performed every time an air and slump test is performed. Concrete that does not meet the temperature specification requirements SHALL not be incorporated. Ambient Temperature Spec. Limits 45 F and 85 F Latex Mixture Temperature Spec. Limits 50 F and 85 F B. Slump tests (AASHTO T 119) shall be performed on the first 5 cubic yard increment and each additional 5 cubic yard increment thereafter. If the slump limits are exceeded, the contractor s technician SHALL reject the material. Latex Mortar Mixture Slump Spec. Limits 4 and 6 Action Points Latex Concrete Mixture Slump Spec. Limits 3 and 7" Action Points a. When the Slump test results are outside the specification limits, describe the corrective measures to be taken to bring the material back to within the indicated limits. C. Air test (AASHTO T 152) shall be performed on the first 5 cubic yard increment and each additional 5 cubic yard increment thereafter. If the air content limits are exceeded, the contractor s technician SHALL reject the material. Latex Mixture Air Content Spec. Limits 1% and 7% D. Yield test (AASHTO T 121 or Yield Box) shall be performed in addition to calibration of the mobile mixer equipment, if directed. E. Evaporation Rate (ACI 305R) shall be performed using equipment provided by the contractor to determine the evaporation rate before starting the placement and every hour during the placement. Evaporation Rate Spec. Limits 0.10 pound per square foot per hour i. Method and Equipment to monitor evaporation rate ii. Method and Equipment to maintain the rate of evaporation within allowable limits Part 6. CONCRETE CYLINDERS A. Size/Number of Cylinders The following number of cylinders shall be molded for each lot as specified in PTM No. 611 for acceptance testing. Size / No. / Compressive strength cyclinders 4 of 6
5 B. Curing Cylinders (Attach additional sheets as necessary) 1. Cure specimens according to PTM No. 611, Section 11.2, except strip after the first 48 hours ±2 hours, and air cure as specified in Pub. 408, Section (d) Table A. First 48 hours of Curing: Cylinders shall be moved within 15 minutes of molding to the cure location Describe method of curing for the first 48 hours After 48 hours of curing: Cylinders shall be stripped from the molds and the original identification shall be transferred from the cylinder mold onto the cylinder using indelible ink. Describe method of curing after 48 hours for all cylinders Part 7. FIELD PLACEMENT MANPOWER AND EQUIPMENT (Attach additional sheets if necessary) List contractor/ subcontractor, manpower, assigned duties, previous latex experience, and all equipment, including back-up equipment, for each placement. Also include: (1) deck curing methods (cool/cold weather provisions, dry duration, polyethylene placement timing and water source) (2) a brief description of the straight edging method and frequency, as well as, the surface texturing method and equipment (3) a Reaction Plan in the event of rain or an equipment breakdown. Include a sketch showing complete details of supports for the equipment. 5 of 6
6 Detailed Sketch of Equipment Supports: Detailed Sketch of Lighting Plan: (Contractor) Submitted By: Date: (Title): (Department) Reviewed By: Date: (Title): 6 of 6
STRUCTURAL CONCRETE DESCRIPTION
STRUCTURAL CONCRETE 460 460.1 DESCRIPTION This work consists of falsework and form construction, and the furnishing, handling, placing, curing, and finishing of concrete for bridges, box culverts, and