Guide to the Texas A&M Transportation Institute Mobile Retroreflectometer Certification Program
|
|
|
- Spencer Banks
- 10 years ago
- Views:
Transcription
1 Guide to the Texas A&M Transportation Institute Mobile Retroreflectometer Certification Program Program Conducted by Texas A&M Transportation Institute In Cooperation with the Texas Department of Transportation Original Report TxDOT Project : Qualification of Mobile Retroreflectometers Version 6 Approved April 2014
2 TABLE OF CONTENTS Page List of Tables... iii List of Figures... iii Chapter 1: Introduction... 1 Background... 1 Overview... 1 Certification Course... 2 Certificates... 3 Procedural Steps... 3 Definitions... 3 Chapter 2: Registration... 5 Certification Fees... 5 Registration Schedule... 5 Contact Information... 6 Chapter 3: Certification Trial... 7 Equipment and Personnel Identification... 7 Driver and Operator Identifying Information... 7 Retroreflectometer Identifying Information... 7 Mobile Retroreflectometer Features... 8 Retroreflectivity Measurement Trial... 8 Calibration... 9 Data Submission... 9 Chapter 4: Measurement Evaluation and Results Certification Requirements Result Notification Subsequent Certification Attempts Chapter 5: Field Comparison Trials and Results Scheduling and Fees Field Mobile Retroreflectivity Data Collection Trial Determination of Locations Data Collection Data Submission Field Comparison Trial Requirements Results Notification Subsequent Certification Attempts Second Field Comparison Trial Appendix A: Certification Flow Chart Appendix B: Registration Form Mobile Retroreflectometer Certification Program Page ii
3 LIST OF TABLES Page Table 1. Certification Fees Table 2. Example of Retroreflectometer Identifying Information Table 3. Example of Required Retroreflectometer Features Table 4. Closed-Course Runs Included in a Typical Certification Trial Table 5. Public Road Runs Included in a Typical Certification Trial... 9 Table 6. Waiting Periods between Recertification Trials Table 7. Markings Included in a Typical Field Comparison Trial LIST OF FIGURES Page Figure 1. Portion of TTI Certification Course Mobile Retroreflectometer Certification Program Page iii
4 CHAPTER 1: INTRODUCTION This document describes a program to evaluate the qualifications of contractors that want to bid for Texas Department of Transportation (TxDOT) contracts to measure pavement marking retroreflectivity using mobile retroreflectometers. The certification program was developed by, and is administered at, the Texas A&M Transportation Institute (TTI) through an implementation project sponsored by TxDOT and the Federal Highway Administration (FHWA). The certification program assesses the capabilities of both contractor personnel and equipment. This document is divided into three sections: Registration, Certification Trial, and Measurement Evaluation and Results. BACKGROUND In the late 1990s, TxDOT began implementing pavement marking specifications that require retroreflectivity measurements prior to acceptance. Using portable (handheld) pavement marking retroreflectometers to take these measurements is time consuming and requires traffic control to protect the personnel located in the roadway while making the measurements. Mobile pavement marking retroreflectometers provide an attractive alternative for measuring retroreflectivity of significant lengths of pavement markings, as the measurements can be made from a vehicle while traveling at highway speeds. Such equipment also provides an added capability of measuring pavement marking retroreflectivity for purposes such as asset management and determination of end-of-service life. The operation of a mobile retroreflectometer is significantly more complicated than the operation of a portable retroreflectometer. There are many different factors such as mechanical equipment, operator, and software that can affect the accuracy of mobile retroreflectivity measurements. Furthermore, it can be challenging to assess the accuracy of mobile measurements. To increase confidence in the accuracy of mobile measurements, TxDOT established this certification program. OVERVIEW The basic concept of the certification program is to provide a quantitative basis for evaluating the ability of a contractor to accurately measure the retroreflectivity of long-line pavement markings. A contractor that wishes to be certified would send the personnel and equipment to the TTI certification course. The course consists of numerous pavement markings of various colors, patterns, and retroreflectivity levels. Figure 1 presents a photo of a portion of the course. The contractor would measure a selection of lines as directed by TTI officials and provide the measurement results to TTI officials. TTI will evaluate the measurement values and determine whether the contractor should be certified. If a contractor meets the certification requirements, the contractor will be eligible to bid on mobile retroreflectivity measurement contracts. If the contractor does not meet the certification requirements, the contractor can attempt to become certified at a later date. Specific details on the certification program, evaluation of measurements, and certification credentials are provided in later portions of this guide. Appendix A provides a flow chart showing how passing or failing Mobile Retroreflectometer Certification Program Page 1
5 the initial full certification trial and any subsequent field comparison trials impacts the certification status of the operator/equipment. CERTIFICATION COURSE Figure 1. Portion of TTI Certification Course. The pavement marking retroreflectivity certification course is located in and around Texas A&M University property near Bryan, Texas. Most of the certification course is at a location that is closed to traffic and it is not accessible to the public. There are over 35 pavement markings on the closed course and the markings vary in length. There are white and yellow lines in various marking patterns single solid line, double solid line, double solid/broken line, and single broken line. For each color and pattern combination, there are several lines at different retroreflectivity levels. Pavement marking types on the certification course include thermoplastic, waterborne paint, epoxy, and preformed tape. The pavement marking width of each line is between 4 and 6 inches. The certification course may also include pavement markings located on public roads in the Bryan, TX area. The contractor will not be permitted to measure the retroreflectivity of any of the markings in the certification trial prior to the official measurement runs conducted with the equipment being submitted for certification. No measurements of the certification trial markings will be permitted with portable retroreflectometers (some measurements will be permitted for calibration purposes). The official retroreflectivity level for each pavement marking line is established by TTI personnel prior to or after the certification effort using properly calibrated portable retroreflectometers. The official retroreflectivity values for a certification trial will be established no more than 5 days before or after the scheduled date of the certification trial. The official values are typically established the day prior, the day of, or the day after the certification trial. In establishing the official values, TTI will measure marking retroreflectivity at minimum of every 40 feet on solid lines and at least once on each stripe of a broken line. For certification trials within a short time span, TTI will confirm the accuracy of the official retroreflectivity Mobile Retroreflectometer Certification Program Page 2
6 values by taking spot measurements of the markings on the course to ensure that the official retroreflectivity values have not changed. CERTIFICATES Upon the successful completion of the certification program, a certificate will be provided indicating the certified operator and equipment. The driver of the vehicle is not being certified, only the operator. Certificates will be valid for a minimum of 6 months. The certification can be extended through successful field evaluations conducted by TTI. If the contractor has shown the ability to provide accurate data on TxDOT contracts through TTI field comparison trials, an extension on the certification will be given. A flow chart showing the impacts of passing and failing the certification trial and the field comparison trials can be found in Appendix A. The certification certificate will identify the components of the retroreflectometer (instrument, vehicle, and software version) by serial number and the operator will be identified by name and driver license state. Chapter 4 identifies the requirements for obtaining certification. Obtaining certification does not limit TxDOT s ability to require a contractor to measure or otherwise provide data as part of a retroreflectivity measurement contract, even though those data were not included as part of the TTI certification program. PROCEDURAL STEPS The certification procedure consists of several steps, which are described in separate chapters of this guide. The steps are: Registration (Chapter 2) Certification Trial (Chapter 3) Measurement Evaluation and Results (Chapter 4) Field Comparison Trials and Results (Chapter 5) DEFINITIONS The following definitions are used within this guide and/or as part of the certification program: Certification Run The process of measuring the retroreflectivity values for a specific single or double line marking on the certification course. Certification Trial The activities executed at the certification course that are associated with an attempt to become certified. A certification trial consists of numerous certification runs plus additional activities. Certification Course The closed course and open road areas where the certification trial takes place. Field Comparison Trial The field comparison trial will be conducted by TTI and will serve as the in-field monitoring portion of the certification program. The field comparison trial will be used to extend or revoke certification. Also referred to as a field trial. Mobile Retroreflectometer Certification Program Page 3
7 Line An individual line that is all or part of a pavement marking. A double yellow marking consists of two lines, while a white edge line consists of one line. Marking A pavement marking that consists of one or two individual lines. Mobile Retroreflectometer A system that measures the retroreflectivity of long-line (parallel to travel direction) pavement markings while traveling at normal roadway speeds. A mobile retroreflectometer typically consists of a vehicle, an instrument that can be attached to either side of the vehicle, a computer that controls and processes the retroreflectivity data, software that processes the raw data, and any supporting equipment required to measure marking retroreflectivity. While measuring retroreflectivity with a mobile retroreflectometer, operating personnel remain in a vehicle. Mobile Retroreflectometer Driver The person that is responsible for driving the mobile retroreflectometer vehicle during measurement operations. Mobile Retroreflectometer Operator The person that is responsible for operating the supporting equipment (such as computers) while making retroreflectivity measurements. The operator may also drive the vehicle while operating the retroreflectometer. Official Retroreflectivity Values The official retroreflectivity values for the markings on the certification course will be established by TTI using a portable retroreflectometer that measures retroreflectivity at the standard 30-meter geometry according to ASTM E1710 and that has been calibrated according to the manufacturer s guidelines. Portable Retroreflectometer A portable instrument that measures pavement marking retroreflectivity by placing the instrument on the marking. The instrument must be moved by the operator to measure retroreflectivity at a different location. A portable retroreflectometer is often referred to as a handheld retroreflectometer. Program Coordinator The TTI person that is responsible for managing the certification program. This person will serve as the official contact person for the program. Mobile Retroreflectometer Certification Program Page 4
8 CHAPTER 2: REGISTRATION Any contractor that wishes to participate in the certification program must register in advance. To complete the registration process, the contractor submits the necessary forms, and develops a testing schedule through the Program Coordinator. The forms for registration are provided in the Appendix B. The forms should be completed and ed to the Program Coordinator at least one week prior to the certification trial. CERTIFICATION FEES The certification fees are outlined in Table 1. All fees are designed to cover the costs associated with preparing and maintaining the test course and certification equipment, establishing testing dates, coordinating testing personnel, conducting the certification trial, analyzing the data, and providing certificates to those who pass. The fee for a full certification trial covers one operator and one mobile retroreflectometer. Additional operators or mobile retroreflectometers can also be tested for an additional fee. The full certification trial fee also covers the first field comparison trial that will be conducted approximately 6 months after gaining certification. If a full certification trial is failed the fee is reduced to remove the portion associated with the field comparison trial. The certification trial and subsequent field comparison trials are described in the next two chapters and are outlined in Appendix A. Fee Description Table 1. Certification Fees. Full certification trial fee for one retroreflectometer, one operator/driver combination Additional operator/driver or mobile retroreflectometer to be tested on the same day Fee $5500 $1000 Field comparison trial $2500 Fee for a 2 nd consecutive full certification trial (and any subsequent trials) $3000 REGISTRATION SCHEDULE The test course is generally available year-round, but the ability to schedule a certification trial on a specific date is dependent upon course and testing personnel availability. In preparing a schedule, the Program Coordinator works with the contractor to identify a primary date and an alternate date. The alternate date serves as a backup in case inclement weather or other conditions prevent the certification trial on the primary date. Mobile Retroreflectometer Certification Program Page 5
9 CONTACT INFORMATION The contact information for the certification program is provided below: Adam M. Pike, P.E. Program Coordinator Mobile Retroreflectometer Certification Program Texas A&M Transportation Institute 2935 Research Parkway TAMU 3135 College Station, TX Phone: Fax: Mobile Retroreflectometer Certification Program Page 6
10 CHAPTER 3: CERTIFICATION TRIAL The data collection aspect of the certification trial is intended to be a one-day effort to generate data that serve as the basis for determining whether the retroreflectometer and driver/operator combination submitted for certification are qualified to measure pavement marking retroreflectivity using a mobile retroreflectometer. The certification trial consists of the following activities: equipment and personnel identification, retroreflectivity measurement trial, and data submission. EQUIPMENT AND PERSONNEL IDENTIFICATION The identification step records identifying information about the driver/operator personnel, retroreflectometer instrument, vehicle, computer, software and other equipment; ensures that the retroreflectometer provides the minimum features required to obtain certification; and documents any additional features provided by the retroreflectometer. The retroreflectometer is expected to produce 30-meter retroreflectivity readings. Driver and Operator Identifying Information The Program Coordinator will collect the following information about the driver/operator or driver and operator: previous experience (number of years and type of equipment) driving and/or operating mobile retroreflectometers; and pavement marking application and/or retroreflectivity measurement training. Retroreflectometer Identifying Information The retroreflectometer operator and driver will identify to the Program Coordinator (or designated representative) the various components of the mobile retroreflectometer and provide access to identifying information for each of the components. Table 2 provides examples of the information that will be identified as part of the certification program. Table 2. Example of Retroreflectometer Identifying Information. Vehicle manufacturer, model, year, serial number, and license plate number. Instrument type, manufacturer, and serial number. Software being used and version number. Computer manufacturer and serial number. Date the retroreflectometer was most recently serviced Mobile Retroreflectometer Certification Program Page 7
11 Mobile Retroreflectometer Features The mobile retroreflectometer operator and driver will identify and demonstrate to the Program Coordinator (or designated representative) the features available on the mobile retroreflectometer being submitted for evaluation. This portion of the evaluation includes features required by TxDOT in the statewide Special Specification 8094 for mobile retroreflectivity data collection and additional features beyond the minimum required. Table 3 provides examples of the features that must be identified. Table 3. Example of Required Retroreflectometer Features. Measures pavement marking retroreflectivity using the International Commission on Illumination (CIE) 30-meter geometry. Ability to mount the instrument on both the left and right side of the vehicle. Ability to create video of markings being measured with measurement values on video. Ability to provide global positioning system (GPS) coordinates for aggregated marking retroreflectivity data. Ability to control the retroreflectometers temperature or to compensate for temperature changes. If software temperature compensation is used, testing results must be provided to validate proper compensation. Software that automatically compensates for changes in background retroreflectivity (i.e., no manually adjustable lower threshold value). RETROREFLECTIVITY MEASUREMENT TRIAL The contractor shall measure the retroreflectivity of a sample of pavement markings on the TTI certification course as directed by the Program Coordinator. Pavement markings on the closedcourse area shall be measured at a speed of 35 mph unless directed to travel at a different speed and at the speed limit on public roads. A single certification trial shall consist of no less than 13 certification runs as indicated in Table 4 and may include more as directed by the Program Coordinator. In addition to the closed-course certification runs, runs will also be conducted on public roads as indicated in Table 5. To assess repeatability some markings will be evaluated multiple times. A single certification trial is required to qualify a mobile retroreflectometer and operator combination. A separate trial shall be required for each mobile retroreflectometer and operator combination submitted for certification. A representative of the Program Coordinator shall ride in the retroreflectometer vehicle during all certification runs. No representatives of the contractor or equipment manufacturer, other than those being certified at the time may assist in any way prior to, or during the certification trial. Mobile Retroreflectometer Certification Program Page 8
12 Calibration Table 4. Closed-Course Runs Included in a Typical Certification Trial. Color Pattern Minimum Number of Runs Yellow White Single Broken 2 Single Solid 2 Double Solid 2 Double Broken/Solid 1 Single Broken 3 Single Solid 3 Table 5. Public Road Runs Included in a Typical Certification Trial Road Surface Marking Color Minimum Number of Runs Asphalt White 1 Yellow 1 Seal Coat White 1 Yellow 1 Calibration of the mobile retroreflectometer may be conducted at any location that the operator sees as adequate. If requested, one line of each color on the closed-course that is not part of the certification trial will be made available to the group that is being certified. The group being certified may measure these lines as they wish. DATA SUBMISSION During each certification run, the contractor shall be required to make separate retroreflectivity measurements for each line being measured. The retroreflectivity values shall be aggregated in 0.05 mile intervals and provided in raw form to the Program Coordinator at the conclusion of the certification trial. Data should be submitted in electronic format. All retroreflectivity measurements shall be in units of millicandelas per meter squared per lux (mcd/m 2 /lux). The contractor shall also immediately provide the following data in support of the retroreflectivity measurements: video of markings being measured with measured retroreflectivity values superimposed over the video or otherwise presented on the same screen or in combination with the video video must be submitted in DVD format; global positioning system coordinates of the aggregated retroreflectivity measurements and what position (beginning, middle, end) of the aggregated data the GPS coordinates represent; equipment operating temperature readings; and speed of the testing vehicle during aggregate data measurements. Once the contractor has submitted required data, the contractor shall leave the certification course unless additional equipment or personnel are also being qualified. Mobile Retroreflectometer Certification Program Page 9
13 To comply with TxDOT Special Specification 8094: Mobile Retroreflectivity Data Collection for Pavement Markings, additional data is also required to be submitted. This data may be submitted at the conclusion of the certification trial or in the following weeks (Results will not be given until all required data is submitted). The additional data that is required to be submitted is the data in the format that is required by Part 3 of the Special Specification. Since the certification trial is a special circumstance all parts of the Special Specification may not be applicable, these areas are noted or specific instructions are noted below in italics: Data file. Provide data files with the following information: date; district number; (TTI Certification) county; (Brazos) route number with reference markers or other reference information provided by the Engineer to indicate the location of beginning and end data collection points on that roadway; (N/A) cardinal direction; (Required only for data collected on actual road) line type (single solid, single broken, double solid, etc.); line color; file name corresponding to video; data for each centerline listed separately; average reading taken for each 0.1 mi. interval or interval designated by the Engineer; (0.05 for certification) accurate GPS coordinates (within 20 feet) for each interval; color-coding for each interval indicating passing or failing, unless otherwise directed by the Engineer (Passing and failing thresholds will be provided by the Engineer); ( <100 = Red, = Yellow, >150 = leave white) graphical representation of the MRDC (y-axis showing retroreflectivity and x-axis showing intervals) corresponding with each data file; distance in miles driven while measuring the pavement markings; event codes (pre-approved by the Engineer) indicating problems with measurement; portable retroreflectometer field check average reading and corresponding mobile average reading for that interval when applicable; and (N/A) upper validation threshold (may be included separately with the raw data). Mobile Retroreflectometer Certification Program Page 10
14 Map in Electronic Format. Provide a map in an electronic format approved by the Engineer with each MRDC submission that includes the following information: (Required only for data collected on actual roads) date; district number; (TTI Certification) county; (Brazos) color-coded one mile intervals (or interval length designated by the Engineer) (0.05 mile interval for certification) for passing and failing retroreflectivity values or retroreflectivity threshold values provided by the Engineer; and (Code each run individually, same thresholds as above but values > 150 should be indicated with green) percentage of passing and failing intervals, if required by the Engineer. (Failing is less than 100) Video. Provide a high-quality DVD with the following information: labeled with date and corresponding data file name; district number; county; route number with reference markers or other designated reference information to indicate the location of beginning and end collection points on that roadway; and retroreflectivity values presented on the same screen with the following information: date; location; starting and ending mileage; total miles; retroreflectivity readings; and upper validation thresholds (may be included separately with the raw data). Mobile Retroreflectometer Certification Program Page 11
15 CHAPTER 4: MEASUREMENT EVALUATION AND RESULTS At the conclusion of the certification trial, the contractor shall provide the Program Coordinator the retroreflectivity measurements and other data as identified in the previous chapter. The Program Coordinator and/or selected TTI staff will then analyze the data to determine if the equipment and personnel submitted by the contractor have met the requirements to be certified for mobile retroreflectivity measurements. CERTIFICATION REQUIREMENTS To receive certification, the operator and the mobile retroreflectometer, shall meet the requirements indicated below: The raw data submitted by the contractor shall include all required information (0.05 mile aggregate retroreflectivity values, GPS coordinates, video with superimposed information, temperature measurements, and vehicle speed data). The average retroreflectivity values shall be within ±15 percent from the official 30-meter retroreflectivity value for the markings as determined by the Program Coordinator. No more than 15 percent of the runs can be outside of the ±15 percent window, and the average difference for all of the runs must remain within the ±15 percent window. Demonstrate the ability to control the retroreflectometers temperature or to compensate for temperature changes. If software temperature compensation is used, testing results must be provided to validate proper compensation. Software that automatically compensates for changes in background retroreflectivity (i.e., no manually adjustable lower threshold value). The driver and operator or driver/operator shall possess a valid driver license from a state in the United States and make it available to the Program Coordinator for inspection. All data requirements of TxDOT Special Specification 8094: Mobile Retroreflectivity Data Collection for Pavement Markings must be met with the additional data that is submitted for certification. To maintain certification the operator and equipment will need to meet the requirements of the field comparison trials as described in Chapter 5. RESULT NOTIFICATION Within 21 days of the certification trial, the Program Coordinator shall inform the contractor via of the results of the certification trial. The notification shall indicate whether the contractor s equipment and personnel passed or did not pass the certification requirements. If the equipment and personnel were certified, a certificate will be provided with the . The certification certificate will identify the components of the retroreflectometer (instrument, vehicle, and software version) by serial number and the operator will be identified by name and driver license state. Mobile Retroreflectometer Certification Program Page 12
16 To maintain the integrity and confidentiality of the certification course, the notice of passing or failing the certification trial shall not include any specific information about the actual performance of the contractor during the certification. General information will be provided to improve future data collection. The Program Coordinator shall not provide a numerical result that indicates the extent to which the contractor passed or failed the requirements. (At the discretion of the Program Coordinator) Once a retroreflectometer is certified, the certification shall remain in effect until the expiration date of the certificate as long as the equipment is not modified or damaged. A mobile retroreflectometer that possesses a valid certificate may be used to certify additional operators and/or drivers. If such a trial results in a failure to qualify, the failure applies only to the personnel and shall not result in the premature cancellation of the retroreflectometers certification. Likewise, an operator s certification shall not be prematurely canceled if the operator attempts to qualify a new mobile retroreflectometer and equipment failure prevents certification. In this case, the failure to qualify applies only to the equipment. SUBSEQUENT CERTIFICATION ATTEMPTS If a contractor fails to qualify for certification, the contractor may register for another certification trial. A subsequent certification trial is identical to the initial certification trial, except that the fee will be reduced to account for the first field comparison trial already being paid for, a different sample of markings will be measured, and there is a minimum time period between subsequent certification trials. Table 6 indicates the time between successive recertification trials. Table 6. Waiting Periods between Recertification Trials. Type of Trial Scheduling Limitations First certification trial None Second certification trial No sooner than 30 days after first certification (failure during initial certification trial) trial. Third certification trial No sooner than 60 days after second (failure during second certification trial) certification trial. Fourth and subsequent certification trials No sooner than 90 days after previous (failure during third certification trial) certification trial. Mobile Retroreflectometer Certification Program Page 13
17 CHAPTER 5: FIELD COMPARISON TRIALS AND RESULTS Certified contractors will undergo additional annual field comparison trials while collecting mobile retroreflectivity data on TxDOT jobs. These comparison trials are similar to what the contractor should be conducting as part of Special Specification 8094: Mobile Retroreflectivity Data Collection for Pavement Markings, section F. If the comparison trial does not result in data that is within TxDOT s requirements, the trial may result in a second field comparison trial or the loss of certification. TxDOT may also require that data on the project be recollected so that the resulting data is within the accuracy that TxDOT has specified. These comparison trials however may also extend the expiration date of the certification (6 or 12 months) if the data are continuously within TxDOT s requirements. TxDOT s current accuracy requirements are within ±15 percent. To maintain certification the operator and equipment will need to meet the requirements of the field comparison trials. The field comparison trials will be carried out at either 6 or 12 month intervals depending on the current status of the individual operator/equipment combination. The field comparison trials are described in greater detail below. SCHEDULING AND FEES The field comparison trial fees are outlined in Table 1. The full certification trial fee covers the first field comparison trial that will be conducted approximately 6 months after gaining certification. Subsequent field comparison trials or second field comparison trials will be conducted at the fee indicated in Table 1. The field comparison trials will be conducted at 6 or 12 month intervals as indicated in Appendix A. If the previous field comparison trial was passed the next field comparison trial will occur after approximately 12 months. If the previous field comparison trial was failed but the second field comparison trial was passed then the next field comparison trial will occur after approximately 6 months. If the second field comparison trial was failed, certification will be revoked and the operator/equipment will be required to come back to the TTI facilities for a full certification trial. Additional details about the second field comparison trial can be found in the Subsequent Certification Attempts section of this chapter. The TTI Program Coordinator will work with the contractor to schedule a field comparison trial date around the time that the certification is set to expire. If the contractor is not working on a mobile retroreflectivity contract at the time the field comparison trial may be delayed slightly if a new contract is about to begin. If no new work is scheduled around the time the certification is set to expire then the Program Coordinator will work with the contractor to measure a variety of roads to fulfill the needs of the field comparison trial. FIELD MOBILE RETROREFLECTIVITY DATA COLLECTION TRIAL The contractor shall measure the retroreflectivity of a sample of pavement markings on TxDOT roadways. The field comparison trial shall consist of no less than 10 certification runs as Mobile Retroreflectometer Certification Program Page 14
18 indicated in Table 7 and may include more as directed by the Program Coordinator. To assess repeatability some markings will be evaluated multiple times. A single field comparison trial is required to qualify a mobile retroreflectometer and operator combination. A separate trial shall be required for each mobile retroreflectometer and operator combination. A representative of the Program Coordinator may ride in the retroreflectometer vehicle during portions of the field comparison trial. No representatives of the contractor or equipment manufacturer, other than those being certified at the time may assist in any way prior to, or during the field comparison trial. Table 7. Markings Included in a Typical Field Comparison Trial. Color Pattern Minimum Number of Runs Yellow White Determination of Locations Single Broken 1 Single Solid 2 Double Solid 1 Double Broken/Solid 1 Single Broken 2 Single Solid 3 During the scheduling process the Program Coordinator will work with the contractor to identify work that is being done for TxDOT around the time of the field comparison trial. Just prior to the scheduled data the Program Coordinator will request data from the contractor on roads that had recently been evaluated. The Program Coordinator will also request a schedule of planned mobile retroreflectivity measurements for the days surrounding the field comparison trial. The Program Coordinator will use the submitted data and planned activities to develop the list of locations where the field comparison trail will take place. The goal will be to select roadway segments that will meet the typical marking configurations listed in Table 7. Another goal will be to select several segments where data collection with a handheld retroreflectometer can safely be conducted with little impact to traffic. It is recommended that the comparison trials between the mobile unit and portable unit would be conducted on a flat and straight roadway when possible. Data Collection The field comparison trial will consist of a variety of data being collected. The contractor will be responsible for submitting data to the Program Coordinator that was collected before and after the day of the field comparison trial. The contractor will also be required to submit data collected the day of the field certification trial. All data collected by the contractor will be collected and submitted just as it is being submitted as part of the TxDOT contract. If the contractor is not taking mobile retroreflectivity readings as part of a TxDOT contract at the time of the field comparison trial, then a larger more comprehensive set of data will be collected on the day of the trial. The length of each individual section may vary, and some sections may be evaluated more than once on the day of the trial. Mobile Retroreflectometer Certification Program Page 15
19 The TTI data collection team will evaluate the same roadway sections with their mobile retroreflectometer. The TTI data collection team will also evaluate the sections (to the extent possible) with a portable retroreflectometer. A minimum of 20 portable retroreflectometer readings spread out over the length of an individual mobile interval will be collected at select evaluation sections (i.e., if mobile data is being collected in 0.1 mile intervals the handheld comparison would be over a length of 0.1 miles). This would represent the minimum length and minimum number of readings for a handheld comparison section. The portable retroreflectivity measurements will be used to supplement the mobile data collected by TTI. Data Submission At the conclusion of the field comparison trial, the contractor shall provide the Program Coordinator the retroreflectivity measurements conducted that day. The Program Coordinator will already have the previously collected data from the contractor to compare to the data that the TTI team collected on the same segments of road. In addition the contractor will be required to provide the Program Coordinator with the next day s data collection results which may also be included in the data analysis. The Program Coordinator and/or selected TTI staff will then analyze the data to determine if the equipment and personnel have met the requirements of the field comparison trial. The contractor will be required to submit the raw data that was collected, a summarized version of the data, video of the data collection and a mapped version of the data. The summarized data, video of the data collection, and the mapped data must meet the requirements of Special Specification FIELD COMPARISON TRIAL REQUIREMENTS Numerous comparison trials will be conducted over the course of the day. Additional data collected in the days prior and the days after the trail will also be considered. No more than 3 comparison runs can fall outside the ±15 percent accuracy range, and the average of all the comparison runs must be within ±15 percent. If these accuracy criteria are not met the contractor will fail the field comparison check. The contractors data and equipment must all meet all requirements of the full certification evaluation and the requirements of Special Specification RESULTS NOTIFICATION Within 14 days of the field comparison trial, the Program Coordinator shall inform the contractor via of the results of the trial. The notification shall indicate whether the contractor s equipment and personnel passed or did not pass the certification requirements. If the equipment and personnel passed, a certificate will be provided with the . If an initial field comparison trail is passed the mobile certification will be extended 12 months. If a second field comparison trial is passed the certification will be extended 6 months. The certification certificate will identify the components of the retroreflectometer (instrument, vehicle, and software version) by serial number and the operator will be identified by name and driver license state. General information about the field comparison results will be provided to improve future data collection. The Program Coordinator shall not provide a numerical result that indicates the extent to which the contractor passed or failed the requirements. (At the discretion of the Program Coordinator) Mobile Retroreflectometer Certification Program Page 16
20 Once a retroreflectometer is certified, the certification shall remain in effect until the expiration date of the certificate as long as the equipment is not modified or damaged. A mobile retroreflectometer that possesses a valid certificate may be used to certify additional operators and/or drivers. If such a trial results in a failure to qualify, the failure applies only to the personnel and shall not result in the premature cancellation of the retroreflectometers certification. Likewise, an operator s certification shall not be prematurely canceled if the operator attempts to qualify a new mobile retroreflectometer and equipment failure prevents certification. In this case, the failure to qualify applies only to the equipment. SUBSEQUENT CERTIFICATION ATTEMPTS If a contractor passes the first field comparison trial, their certification will be extended for 12 months. When the certification is set to expire, another field comparison trial will be conducted and could again result in a 12 month extension of the certification. It is anticipated that this process will repeated until there are changes to the mobile retroreflectometer certification program. If a contractor fails the field comparison trial, a second field comparison trial will be required as soon as possible after the failing results notification. Second Field Comparison Trial A second field comparison trial is identical to the first and will require an additional field comparison trial fee. A different sample of markings will be evaluated as part of the second comparison trial based on the area where the contractor is collecting data at the time. The same requirements will need to be met in order to pass the second field comparison trial. If the second filed comparison trial is passed the certification will be extended 6 months. Near the end of the six months another field comparison trial will be conducted and may result in a 12 month extension of the certification. If the second field comparison trial is failed, the contractors certification will be revoked. The contractor will then be required to return to the TTI facilities to undergo the full certification trial. The certification trial will require payment of the fees listed in Table 1. Appendix A contains a flow chart indicating what happens when a field comparison trial or a second field comparison trial is either passed or failed. Mobile Retroreflectometer Certification Program Page 17
21 APPENDIX A: CERTIFICATION FLOW CHART Mobile Retroreflectometer Certification Program Page 18
22 APPENDIX B: REGISTRATION FORM To register, the contractor should complete the registration form and send it to TTI using the contact information on page 6. TTI will acknowledge receipt of the registration form within two days of receipt and contact the contractor to begin scheduling the certification. An electronic version of the registration form is available from the Program Coordinator. Company Name Company Representative Address Company Information City, State Zip Phone Fax Web site (if applicable) Manufacturer, year and model Vehicle Information Vehicle identification number License plate number Mobile Retroreflectometer Information Handheld Retroreflectometer Information Manufacturer Model number Serial number Manufacturer Model number Serial number Mobile Retroreflectometer Certification Program Page 19
23 Registration form (continued) Computer and Software Information Computer manufacturer and model number Computer serial number Data collection software name and version number Operator s (or driver/operator) name Operator s driver license state Personnel Information Operator s mobile/work telephone number(s) Operator s address Driver s name (if using two-person crew) Driver s driver license state Scheduling Information Person responsible for scheduling Preferred contact information Preferred certification dates Additional Comments or Information Mobile Retroreflectometer Certification Program Page 20
INDIANA DEPARTMENT OF TRANSPORTATION OFFICE OF MATERIALS MANAGEMENT. MEASUREMENT OF RETRO-REFLECTIVE PAVEMENT MARKING MATERIALS ITM No.
Revised 3/14/14 INDIANA DEPARTMENT OF TRANSPORTATION OFFICE OF MATERIALS MANAGEMENT MEASUREMENT OF RETRO-REFLECTIVE PAVEMENT MARKING MATERIALS ITM No. 931-14T 1.0 SCOPE. 1.1 This test method covers the
QUALITY ASSURANCE FOR MOBILE RETROREFLECTIVITY UNITS
State of Florida Department of Transportation QUALITY ASSURANCE FOR MOBILE RETROREFLECTIVITY UNITS FDOT Office State Materials Office Authors Patrick Upshaw Joshua Sevearance Hyung Lee Date of Publication
PART B: LOCATION REFERENCING P ART B: METHOD LOCATION REFERENCING METHOD
PART B: LOCATION REFERENCING P ART B: METHOD LOCATION REFERENCING METHOD Manual No. SM051 B-1 RECORDING A ROUTE POSITION Overview This chapter explains how the location referencing signs, described in
TITLE 13. LAW AND PUBLIC SAFETY, CHAPTER 18 SUBCHAPTER 1. PERMITS FOR OVERDIMENSIONAL OR OVERWEIGHT VEHICLES
NOTE: This is a courtesy copy of N.J.A.C. 13:18-1. The official version can be found in the New Jersey Administrative Code. Should there be any discrepancies between this text and the official version,
CHECKLIST TO DESIGNATE AREAS OF EVALUATION FOR REQUESTS FOR PROPOSAL (RFP)
Michigan Department Of Transportation 5100B (05/13) CHECKLIST TO DESIGNATE AREAS OF EVALUATION FOR REQUESTS FOR PROPOSAL (RFP) Page 1 of 2 REQUISITION NUMBER DUE DATE TIME DUE MDOT PROJECT MANAGER JOB
CHAPTER 2 PAVEMENT MANAGEMENT SYSTEM
CHAPTER 2 PAVEMENT MANAGEMENT SYSTEM 2.1. INTRODUCTION TO PAVEMENT MANAGEMENT The ability of a pavement system to serve a society is largely a function of planning. Planning is the intersection between
VERMONT TRAFFIC MONITORING STANDARDS
VERMONT TRAFFIC MONITORING STANDARDS FOR CONTRACTUAL AGREEMENTS Vermont Agency of Transportation Traffic Research January 2001 Introduction This document presents the traffic monitoring standards in effect
SECTION 724 PIPE CULVERTS
SECTION 724 PIPE CULVERTS 724.1 Description. This work shall consist of providing pipe or pipe arch of the diameter or shape designated, laid upon a firm bed and backfilled as specified. Where appropriate
Roof Maintenance Scope of Work
Roof Maintenance Scope of Work Reviewed By: Approved By: Version 3.0 Date 08-09-07 Author K. Vandenbussche 1 BACKGROUND The Integrated Service Provider s program will provide superior on-site equipment,
Chapter 11 SAFE CURVE SPEED STUDY
Topic No. 750-020-007 January 2000 Chapter 11 SAFE CURVE SPEED STUDY 11.1 PURPOSE The purpose of the Safe Curve Speed Study (Form No. 750-020-12) is to determine the safe speed that a vehicle can negotiate
Cost-Effective Collection of a Network-Level Asset Inventory. Michael Nieminen, Roadware
Cost-Effective Collection of a Network-Level Asset Inventory Michael Nieminen, Roadware Introduction This presentation is about using a mobile vehicle to collect roadway asset (feature) data. Asset/Feature
Construction Management Program
Use and Limitation: The Sponsor may use this document as a guide in preparing a construction management program for their specific project. Sponsors and Consultants are cautioned that the provision of
Asphaltic Wedge Paving
OFFICIAL NOTICE ADVERTISEMENT FOR BIDS Notice is hereby given by the Town of Oregon, Dane County, Wisconsin, will receive sealed bids for Road Construction as listed in this request until 4:00 P.M., Local
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY. Transverse Cracking- Extreme Severity. Alligator Cracking- High. Severity
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY Transverse Cracking- Extreme Severity Slab Cracking Class II Regular Joint- High Severity Pattern Cracking-High Severity Alligator Cracking- High Severity Shoulder
Safety Engineering Policy Memorandum
Safety Engineering Policy Memorandum SAFETY 2-13 Automated Traffic Law Enforcement Systems: Red Light Running (RLR) Camera Enforcement Systems and Automated Railroad Grade Crossing (RGC) Enforcement Systems
Kentucky Sign Management System
Kentucky Sign Management System APRIL 2012 TRACY NOWACZYK TRANSPORTATION ENGINEER SPECIALIST OPERATIONS AND PAVEMENT MANAGEMENT KYTC Need Comply with MUTCD retroreflectivity standards Accurate, reliable
Death in the line of duty...
F-33 Fire Fighter Fatality Investigation A Summary of a NIOSH fire fighter fatality investigation Death in the line of duty... May 25, 2000 Motor-Vehicle Incident Claims the Life of a Volunteer Fire Fighter
IT Infrastructure Problems for Asset Management
IT Infrastructure Problems for Asset Management W. J. Rasdorf, Ph.D., P.E., F. ASCE 1 ; J. E. Hummer, Ph.D., P.E., M. ASCE 2 ; E. A. Harris, S. M. ASCE 3 Department of Civil, Construction, and Environmental
TRAVERSE CITY AREA PUBLIC SCHOOLS 8600/page 2 of 8
TRAVERS CITY AREA PUBLIC SCHOOLS 8600/page 1 of 8 POLICY TRANSPORTATION By State law, a school district is not required to transport or pay for the transportation of students. If a school district does
DRAFT MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION. Using the Full Range of Tools for a Challenging Job
MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION Using the Full Range of Tools for a Challenging Job Report To: TTI Committee May 13, 2014 1 Pavement Management - Suggested Treatments
HIGH TENSION CABLE BARRIER
Special Provision September 11, 2006 SECTION 02845 S HIGH TENSION CABLE BARRIER PART 1 GENERAL 1.1 SECTION INCLUDES A. Cable barrier materials and installation procedures. 1.2 RELATED SECTIONS A. Section
Pavement Management Implementation: Success Stories for Maryland Counties
Pavement Management Implementation: Success Stories for Maryland Counties September 25, 2015 Aaron D. Gerber, P.E. How Does Your Organization Manage Pavement Assets? By Experience/Past Practice? By Customer
National Levee Database (NLD) Data Management Tool (DMT) Levee Data Manager User Manual 1.2
National Levee Database (NLD) Data Management Tool (DMT) Levee Data Manager User Manual 1.2 Prepared for (USACE) Cold Regions Research and Engineering Laboratory (CRREL) October 26, 2012 Document Change
9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS. April 24, 2015
9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS April 24, 2015 Kunzman Associates, Inc. 9988 REDWOOD AVENUE PROJECT TRAFFIC IMPACT ANALYSIS April 24, 2015 Prepared by: Bryan Crawford Carl Ballard,
How To Paint A State Police Cruiser
Request for Proposal For: STATE OF NEW HAMPSHIRE DEPARTMENT OF SAFETY DIVISION OF STATE POLICE PAINTING OF STATE POLICE VEHICLES PURPOSE: The purpose of this REQUEST FOR PROPOSAL is to establish a contract
TEXAS DEPARTMENT OF TRANSPORTATION GENERAL SERVICES DIVISION INTERSTATE TRANSPORTATION OF GOODS (FREIGHT) SERVICES PUBLICATION
TEXAS DEPARTMENT OF TRANSPORTATION GENERAL SERVICES DIVISION SPECIFICATION NO. TxDOT 9628622 INTERSTATE TRANSPORTATION OF GOODS (FREIGHT) SERVICES PUBLICATION This specification is a product of the Texas
ADA POST INSPECTION CHECKLIST. Job No. Route County Location
ADA POST INSPECTION CHECKLIST Job No. Route County Location SIDEWALKS All sidewalks constructed within the project limits are ADA compliant. Sidewalks are 5 or greater in width. Exception, existing sidewalks
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS Research & Development Division RD/GN/032 June 2007 1. Purpose ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS
Guidelines for Fiber Optic Cable Permits
Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: [email protected] 14685 Avion Parkway
Wilmington Urban Area Metropolitan Planning Organization Surface Transportation Program Direct Attributable Project Submittal Guide Fiscal Year 2016
Wilmington Urban Area Metropolitan Planning Organization Surface Transportation Program Direct Attributable Project Submittal Guide Fiscal Year 2016 Date of Release: September 14, 2015 Pre application
SCHOOL ADVOCACY COMMITTEE Transportation Department Ed Wildesen Director of Transportation
1 SCHOOL ADVOCACY COMMITTEE Transportation Department Ed Wildesen Director of Transportation 2 "The data on school transportation are clear the safest way to get our most precious cargo to school and home
Intersection Cost Comparison Spreadsheet User Manual ROUNDABOUT GUIDANCE VIRGINIA DEPARTMENT OF TRANSPORTATION
Intersection Cost Comparison Spreadsheet User Manual ROUNDABOUT GUIDANCE VIRGINIA DEPARTMENT OF TRANSPORTATION Version 2.5 i Virginia Department of Transportation Intersection Cost Comparison Spreadsheet
APPROVED WORK ZONE TRAFFIC CONTROL TRAINING GUIDELINES TRAINING PROVIDERS / COURSES FOR CONTRACTORS / SUBCONTRACTORS
APPROVED WORK ZONE TRAFFIC CONTROL TRAINING GUIDELINES TRAINING PROVIDERS / COURSES FOR CONTRACTORS / SUBCONTRACTORS The South Carolina Department of Transportation will require work zone traffic control
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Submitted to: Asphalt Pavement Alliance Prepared
Specifications For Manufactured Materials
SMM 1301-1 Specifications For Manufactured Materials 1. SCOPE This specification covers the requirements for white and yellow fast dry alkyd traffic paint, suitable for airless and air atomized spray application
City of Mercer Island
City of Mercer Island MOBILE ASSET DATA COLLECTION: Pavement Condition Index Deflection Testing Sign Inventory Sign Retroreflectivity Contact Information: Leah Llamas, GIS Coordinator The City of Mercer
TRAFFIC ENGINEERING DIVISION MEMORANDUM
VIRGINIA DEPARTMENT OF TRANSPORTATION TRAFFIC ENGINEERING DIVISION MEMORANDUM NUMBER: TE-363 SUPERSEDED: N/A DATE: July 28, 2009 SUNSET DATE: (see footnote) GENERAL SUBJECT: Engineering and Administration
2014 TRANSPORTATION SAFETY SUMMIT LOUISIANA STATE POLICE & LADOTD TIM INITIATIVE
2014 TRANSPORTATION SAFETY SUMMIT LOUISIANA STATE POLICE & LADOTD TIM INITIATIVE PROJECT SUMMARY & PRESENTATION LAW ENFORCEMENT FIRE EMS TRANSPORTATION TOWING & RECOVERY COMMUNICATIONS What is Traffic
Monitoring Highway Assets with Remote Technology
Monitoring Highway Assets with Remote Technology For the Michigan Department of Transportation July 2013 DYE MANAGEMENT GROUP, INC. Project Scope Summary of Technologies Aerial Imagery with LiDAR Mobile
Request for City Council Committee Action From the City Attorney s Office
Request for City Council Committee Action From the City Attorney s Office Date: August 25, 2004 To: Public Safety & Regulatory Services Committee Referral to: Subject: Proposed Ordinance Governing an Automated
REDEFINING. Real Time. GFI Systems Inc #400 4406 50 th Ave Red Deer AB, T4N376 Canada. www.gfisystems.ca [email protected] Toll Free: 1.855.GFI.
REDEFINING Real Time GFI Systems Inc #400 4406 50 th Ave Red Deer AB, T4N376 Canada www.gfisystems.ca [email protected] Toll Free: 1.855.GFI.4GPS data matters Data. The one thing all companies must provide
TEXAS CITY POLICE DEPARTMENT
TEXAS CITY POLICE DEPARTMENT Application Process CITY OF TEXAS CITY WRECKER APPLICATION FORM TO OBTAIN A PERMIT FOR ANY WRECKER, A TOWING COMPANY SHALL FILE A WRITTEN APPLICATION WITH THE DEPARTMENT. THE
Washington County School District Request for Proposal School Bus Fleet Tracking System RFP #TD 1011
Request for Proposal I. GENERAL A. Intent of Request for Proposal (RFP) The purpose of this Request for Proposal is to solicit sealed, competitive proposals from vendors qualified and experienced to provide
Permit No. Permit Fee: $295.00. Permit Expires (D+90 days): Business Name: Applicants Name: Telephone Number: E-mail Address:
City of Woodland Park Internet Service Provider (IPS) Permit for Installation of Telecommunication Infrastructure within City Owned Rights-of-Way (up to five locations per single permit) Permit No. Permit
CHECKLIST FOR TELECOMMUNICATION TOWER CO-LOCATION APPLICATIONS. Conditional Use Permit Approved by Board of Supervisors Date of approval:
CHECKLIST FOR TELECOMMUNICATION TOWER CO-LOCATION APPLICATIONS Conditional Use Permit Approved by Board of Supervisors Date of approval: Site Plan Approval: Date of approval: Fees: $4,000 Licensed Co-location
SIGN LEGIBILITY By Andrew Bertucci, United States Sign Council
SIGN LEGIBILITY By Andrew Bertucci, United States Sign Council Since 1996, the United States Sign Council (USSC) and its research arm, the United States Sign Council Foundation (USSCF) have funded an extensive
TECHNICAL MEMORANDUM SUMMARY REPORT:
Texas Transportation Institute The Texas A&M University System 3135 TAMU College Station, TX 77843-3135 979-845-6375 Fax: 979-845-6107 http://tti.tamu.edu TECHNICAL MEMORANDUM Contract No.: T4541-AO Test
INTERNATIONAL HACCP ALLIANCE
INTERNATIONAL HACCP ALLIANCE ACCREDITATION APPLICATION FOR HACCP TRAINING PROGRAMS INFORMATION PACKAGE Revised February 2001 INTERNATIONAL HACCP ALLIANCE 120 Rosenthal 2471 TAMU College Station, Texas
14-97. 14-97.002 Definitions. For the purposes of this rule chapter the following definitions shall apply unless the context clearly shows otherwise:
14-97 14-97.001 Purpose. This rule chapter sets forth an access control classification system and access management standards to implement the State Highway System Access Management Act of 1988. The implementation
738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted 02-20-14)
POLYMERIC CONCRETE BRIDGE DECK OVERLAY (Adopted 02-20-14) Description The polymeric concrete bridge deck overlay shall consist of an epoxy polymer that acts together with special aggregate to form an overlay
In 2005, the City of Pasadena, CA, USA, with the support of consultants,
Creating a Citywide Safe Routes to School Program: Pasadena, CA, USA s Step-by-Step Approach In 2005, the City of Pasadena, CA, USA, initiated development of a comprehensive Safe Routes to School Program.
LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT CONSTRUCTION PLANS QUALITY CONTROL / QUALITY ASSURANCE MANUAL
LOUISIANA DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT CONSTRUCTION PLANS QUALITY CONTROL / QUALITY ASSURANCE MANUAL August 2008 TABLE OF CONTENTS Section 1 - Introduction... 3 1.1 Defining Plan Quality...
BOWLING CENTER INSPECTIONS MANUAL
BOWLING CENTER INSPECTIONS MANUAL Revised January 2008 CONTENTS Page I Introduction 3 II Local Association Inspection Team...4 Appointment & Qualifications of Team Members Establishing Policies Liability
Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135
1. Report No. FHWA/TX-05/0-4498-P4 4. Title and Subtitle DRAFT WARRANTY IMPLEMENTATION PLAN 2. Government Accession No. 3. Recipient's Catalog No. Technical Report Documentation Page 5. Report Date January
N.J.A.C. 6A:27, STUDENT TRANSPORTATION TABLE OF CONTENTS
N.J.A.C. 6A:27, STUDENT TRANSPORTATION TABLE OF CONTENTS SUBCHAPTER 1. GENERAL PROVISIONS 6A:27-1.1 Scope 6A:27-1.2 Purpose 6A:27-1.3 Authority 6A:27-1.4 Students who shall be transported 6A:27-1.5 Students
Chapter 5 Financial Plan
The Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA_LU) requires that the MTP incorporate a financial plan for the planning period. The MTP is required to
ATTENTION! READ THIS FIRST!
Revised 12/2015 ATTENTION! READ THIS FIRST! ORIGINAL VEHICLE DEALER LICENSE APPLICATION INSTRUCTION BOOKLET Michigan Department of State Driver Programs Division Business Licensing Section Lansing, MI
Equipment Lighting and Visibility Requirements
Equipment Lighting and Visibility Requirements Purpose To help ensure that adequate warning of work vehicles and equipment is provided to motorists, pedestrians and workers, in and adjacent to construction
TOWNSHIP OF BRIGHTON REQUEST FOR PROPOSALS SANITARY SEWER REPAIRS AND/OR GRINDER PUMP INSTALLATION
TOWNSHIP OF BRIGHTON REQUEST FOR PROPOSALS SANITARY SEWER REPAIRS AND/OR GRINDER PUMP INSTALLATION April 25, 2014 DUE DATE/LOCATION: Friday, May 9, 2014 Bid forms and references are due by 9:30 A.M. at:
Town of Maiden. Request for Proposals For Sign Replacement Project
Town of Maiden 19 N. Main Avenue Maiden, NC 28650 (828) 428-5000 Request for Proposals For Sign Replacement Project Section I Introduction and Intent of RFP: Pursuant to the General Statutes of North Carolina
Chapter 4 ASSET INVENTORY AND CONDITION CHAPTER 4 ASSET INVENTORY AND CONDITION PAGE 33
Chapter 4 ASSET INVENTORY AND CONDITION CHAPTER 4 ASSET INVENTORY AND CONDITION PAGE 33 This page intentionally left blank. PAGE 34 MINNESOTA GO MNDOT TRANSPORTATION ASSET MANAGEMENT PLAN ASSET INVENTORY
CHAPTER 20 Project Development Cost Estimates Table of Contents
Chapter 20 Project Development Cost Estimates Table of Contents CHAPTER 20 Project Development Cost Estimates Table of Contents CHAPTER 20 Project Development Cost Estimates... 20-3 SECTION 1 Project Cost
OCCUPATIONAL GROUP: Facilities Support. CLASS FAMILY: Facility Management CLASS FAMILY DESCRIPTION:
OCCUPATIONAL GROUP: Facilities Support CLASS FAMILY: Facility Management CLASS FAMILY DESCRIPTION: This family of positions includes those whose purpose is to oversee the operations of or the construction
CITY OF ELBERTON, GEORGIA REQUEST FOR PROPOSAL
CITY OF ELBERTON, GEORGIA REQUEST FOR PROPOSAL INVITATION FOR BIDS RFP # 2014 01 RFP TITLE TREE TRIMMING SERVICES FOR POWER LINES ISSUE DATE June 28, 2013 DUE DATE July 29, 2013 at 2:00 PM IMPORTANT NOTE:
Policies and Procedures for CONTRACTOR PERFORMANCE EVALUATION
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION Policies and Procedures for CONTRACTOR PERFORMANCE EVALUATION Rev. November 1, 2013 This document is a working document that may be updated as necessary to meet
ACL 395 Resistivity Meter
ACL 395 Resistivity Meter OPERATION MANUAL Meter is warranted for one year from the date of purchase on parts and labor. Calibration is recommended every 12 months. 840 W. 49 th Place Page 1 of 13 [email protected]
Texas Department of Transportation
Consultant Errors & Omissions Correction and Collection Procedures July 2014 July 2014 Consultant Errors & Omissions Correction and Collection Procedures 1.0 Consultant Contract Administration... 2 2.0
Quality Assurance Program for Design-Bid-Build Projects. January 2016. 2016 by Texas Department of Transportation 512/506-5802 All Rights Reserved
Quality Assurance Program for Design-Bid-Build Projects January 2016 2016 by Texas Department of Transportation 512/506-5802 All Rights Reserved TABLE OF CONTENTS SECTION 1 - INTRODUCTION... 4 1.1 Overview...
Fashion Institute of Technology OPERATIONAL SERVICES
Fashion Institute of Technology OPERATIONAL SERVICES Motor Vehicle Use Manual 2010 Table of Contents 1. Introduction............................................. 1 1.1 Purpose and Application of Manual..........................
LED Lighting Program Program Manual. Overview. 1. Eligibility
LED Lighting Program Program Manual Overview The LED Lighting Program was developed by American Electric Power subsidiary (henceforth referred to as AEP ) Southwestern Electric Power Company (henceforth
TH 23 Access Management Study Richmond to Paynesville
TH 23 Access Management Study Richmond to Paynesville Prepared For: Minnesota Department of Transportation District 8 Prepared By: Short Elliott Hendrickson Inc. July 2015 Table of Contents I. Introduction...
TRAFFIC IMPACT ANALYSIS (TIA)
GUIDELINES FOR TRAFFIC IMPACT ANALYSIS (TIA) FOR REZONING APPLICATIONS AND OTHER DEVELOPMENT APPROVALS REQUIRING TRANSPORTATION IMPACT ANALYSIS IN SUMTER COUNTY, FLORIDA July 17, 2007 PURPOSE AND APPLICABILITY
VEHICLES. Driver s Licenses. License Plates Registration. Automobile Inspections. Handicapped Designation. Red Light Safety Cameras
VEHICLES Driver s Licenses License Plates Registration Automobile Inspections Handicapped Designation Red Light Safety Cameras Parking and Traffic Tickets Traffic Accidents Auto Pound and Auctions 167
Guardian Tracking Systems
Guardian Tracking Systems Operations Manual Revision 2.7 May 2010 All Rights Reserved. 2006-2010 Table of Contents LOGIN SCREEN... 3 USER CONFIGURATION... 4 Locale Screen... 4 Report Email... 4 Report
Kennebec Valley Community College 92 Western Avenue Fairfield, ME 04937. Competitive Bid Request for Proposal This is Not an Order
Kennebec Valley Community College 92 Western Avenue Fairfield, ME 04937 Competitive Bid Request for Proposal This is Not an Order Transcription Services Date: June 14, 2016 Proposals Due On: June 27, 2016
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005 Purpose The purpose of this review is to capture for technical deployment the most advanced
Nexus GPS Tracking. Advanced GPS Monitoring System
Nexus GPS Tracking Advanced GPS Monitoring System What is Nexus GPS Tracking? Nexus GPS Tracking is a GPS tracking and fleet management system which is meant to improve the transport operations quality
CONSTRUCTION PERMIT REQUIREMENTS
CONSTRUCTION PERMIT REQUIREMENTS Any work to be done in the City right-of-way (ROW), in a utility easement, and certain work on private property, requires an Engineering Inspection Permit from the Department
Worship Facility Matching Grant Program 2010 Program Manual
Worship Facility Matching Grant Program 2010 Program Manual Chapter 1 Introduction TABLE OF CONTENTS 1 1 INTRODUCTION 4 1.1 DEFINITIONS... 4 1.2 PROGRAM GOALS... 4 1.3 PROGRAM PARTICIPANTS... 5 1.3.1 PROGRAM
Traffic Volume Counts
Traffic Volume Counts Prepare 1. Communicate with other staff/departments 2. Review historical data trends 3. Review citizen input 4. Request traffic control Select Location 1. Select the proper location
SECTION 311 PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE
PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE 311.1 DESCRIPTION: This item shall consist of a cement treated subgrade base course composed of a mixture of local soil, portland
Doppler Traffic Flow Sensor For Traveler Information Systems. October, 2007 1
Doppler Traffic Flow Sensor For Traveler Information Systems October, 2007 1 Traffic congestion costs $70B a year Road construction can t keep up with demand Congestion spreading to smaller cities Many
