Condition Assessment. The inspection will assess the plot. An allotment will be deemed to be ‘poor’ if one or more of the following are noted: [A] The majority of the plot is covered in weed or overgrown. [B] Less than two thirds of the plot is being cultivated with little evidence of fruit, flower or vegetable growing. [C] The allotment is unkempt and there is a large amount of clutter. [D] Non-horticultural materials are being stored / kept on site. [E] Pathways and structures are in a state of disrepair and dangerous. [F] There is evidence of animals without adequate welfare, food / water / shelter Plots deemed to be poor will be subject to the caution and eviction process below:
Condition Assessment. Upon arrival and during the week of installation as works are unpackaged, Library staff will evaluate the condition of artworks. Any damage to materials will be noted and the exhibitor may be called upon to make repairs or offer other alternatives. As artworks are expected to be delivered installation-ready, wiring or other hanging systems will also be reviewed on 2D work. Any specialized instructions on 2D or 3D (regarding handling and/or installation) should be noted and communicated to library staff prior to delivery. If the exhibit coordinators are not the artists themselves, they will be expected to clearly communicate the hanging system requirements to all artists submitting work for the exhibit.
Condition Assessment. The Engineer shall perform condition assessments of superstructure and substructure elements as well as foundation elements, retaining structures, appurtenances or any element that may have an adverse effect on the structure. The Engineer shall determine the appropriate method of inspection based on condition and access. Methods shall include visual, sounding, coring, thermography, Non-Destructive Testing (NDT), or other methods as needed. Engineer shall develop an inspection plan for approval by the State when traffic control is required. The Engineer shall:
1. Perform a condition assessment using methods outlined in the AASHTO Manual for Bridge Evaluation.
2. Evaluate the structures for potential presence of hazardous materials such as lead and asbestos.
3. Evaluate existing coatings on steel bridges.
4. Develop layouts of structures to help geographically identify areas with existing concerns.
5. Coordinate access to perform inspection of these elements.
6. Perform a load rating on all superstructure elements, and all substructure elements that exhibit defects that could constitute loss in capacity or were designed with outdated design loading criteria. The Engineer shall provide an inventory and operating load rating of the existing structure. Load ratings of existing structure shall be in accordance with the State’s Bridge Inspection Manual and AASHTO’s Manual for Bridge Evaluation.
7. Evaluate the most current Routine Inspection Report to identify elements that have a condition rating of less than seven.
Condition Assessment. The Port shall require the Lessee to provide to the Port Condition Assessment reports on their facilities during the term of the lease. The Lessee is required to have a professional engineer or building inspector perform an assessment of the condition of the facilities every five (5) years, as well as within the last year of the Lease. The engineer/inspector is hired by and paid for by the tenant, but must be approved by the Port. This Condition Assessment will look at the building’s structural components, as well as items such as the electrical and plumbing systems, heating and air conditioning system, etc. If the Lessee has parking spots or aircraft ramp/apron on their leasehold that they are responsible for, then those are assessed, too. If there are major items of deferred maintenance, the Port may require that those items are addressed to the satisfaction of the Port during the term of the lease, as well as before reversion occurs. By having this assessment done on a scheduled basis during the term of a lease, it sets forth clear expectations for both parties. Should Lessee fail to remedy any items of concern within a reasonable and timely manner, the Port may deem such failure a default under the Lease.
Condition Assessment. 10.1 The Condition Assessment program will be performed on all blower units in each group per the request and/or the needs of each facility. As a result, predefined frequency shall be determined at the beginning of each fiscal year established by UDR/CTR and Contractor.
10.1.1 All Condition Assessment services involving shut down of equipment shall be approved by UDR or CTR and coordinated with the Operations supervisor of the facility. Contractor shall submit request for shutdown two weeks prior to the shutdown. Granting of a Shutdown is subject to Operations’ conditions at the time.
10.1.2 The Contractor shall complete any Condition Assessment, and inspection service of any equipment and return such unit to Operations notwithstanding the expiration of the Business Hours and/or other conditions unless authorized, in writing, by UDR or CTR.
10.1.3 The Contractor shall have access to all Wastewater facilities and to storage areas designated by UDR/CTR within the WWO facilities. Access to the WWO facilities shall be limited to 7:30 a.m. to 4:00 p.m. Monday to Friday, except as required or allowed by the UDR/ CTR.
10.1.4 The Contractor shall perform un-scheduled corrective, repair, and maintenance services when requested by the UDR/ CTR. The contractor shall be reimbursed as shown on the Fees and Costs Schedule (Exhibit F).
10.1.5 The Contractor shall perform Condition Assessment per UDR/ CTR request and invoice each unit individual per Wastewater facility.
10.1.6 The Contractor shall clearly label each target point (drive end: vertical, axial and radial; and opposite drive end: vertical, axial and radial) on the blower for vibration analysis and vibration verification per unit.
10.1.7 The Contractor shall provide results of Condition Assessment of oil analysis, vibration analysis, temperature, pressure and other associated readings in an electronic format.
10.1.8 The Contractor shall conduct Condition Assessment per UDR/ CTR to ensure proper routine maintenance of each blower unit.
Condition Assessment. By June 30, 2012, the Discharger shall complete a condition assessment of all gravity sewers in its collection system. The condition assessment shall be based on CCTV inspection and employ a system for ranking the condition of sewer pipes that meets National Association of Sewer Service Companies (NASCO), or other industry- accepted standards. The Discharger shall use the results of the CCTV inspection and condition assessment to identify and prioritize collection system deficiencies requiring repair, rehabilitation or replacement and shall incorporate identified sewer repair, rehabilitation and replacement projects into the CIP (defined below) based on the ranking and resulting prioritization. The Discharger shall develop and implement a schedule for reinspection of all gravity sewers lines based on the condition of such lines. Completion of the condition assessment by June 30, 2012 requires that the Discharger attempt CCTV inspection and ranking of every segment of the collection system. For segments where full segment inspection is precluded, the Discharger shall develop a plan and schedule to repair or replace and fully reinspect each blocked segment and shall implement the plan in accordance with the time frames set forth in the schedule.
Condition Assessment. 13. By December 1, 2016, the City shall do a one-time inspection of all its pipes that are (1) eight (8) inches and smaller in diameter, (2) older than ten (10) years old, and (3) have not been inspected in the past ten (10) years. The City shall prioritize its inspection of pipes with known SSO problems or structural deficiencies first.
Condition Assessment. The term "Condition Assessment" shall mean a report that comprises inspection, rating, and evaluation of the existing condition of a gravity sewer collection system. Inspection is based upon closed circuit television ("CCTV") inspections for gravity mains, manhole inspections for structural defects, and inspections of pipe connections at the manhole. After CCTV inspection occurs, pipe conditions are assigned a grade based on the Pipeline Assessment and Certification Program ("PACP") rating system, developed by the National Association of Sewer Service Companies. The PACP is a nationally recognized sewer pipeline condition rating system for CCTV inspections.
Condition Assessment. The Contractor shall utilize an AI model to identify, document, and quantify all distresses occurring within each trail section of the network. The Contractor shall import the distress data into the PAVER pavement management system for Pavement Condition Index (PCI) calculation and shall adhere to the ASTM D6433 condition assessment standard. The PCI shall be on a numeric scale of 0 100, with 0 considered failed and 100 considered excellent. Upon completion of the condition assessment, each pavement section (60' intervals) within the network shall have a calculated PCI.
Condition Assessment. Provide comprehensive condition assessment of ANAHEIM’s water system, including seismic, structural, security and vulnerability. Assessment of the structural integrity of the pipe shall include identifying leaks, pipe damage, pipe defect, loss of pipe wall thickness due to corrosion or erosion, etc., along the length of the pipe. Provide reports and memorandums with maps and exhibits as required to detail results of the study including likelihood of failure, risk and consequence of failure. Reports and/or technical memorandums shall also include detailed explanation of data collected and used for the study, any assumptions made as well as recommendations for short-term and long-term risk mitigation strategies.
