(The. Highway & Transportation Research Council. opinions, findings, and conclusions expressed in this

Transcription

1 SYSTEMS FOR TEMPORARY TRAFFIC DELINEATION IN WORK ZONES BARRIERS opinions, findings, and conclusions expressed in this ( are those of the author and not necessarily those of report Highway & Transportation Research Council Virginia Cooperative Organization Sponsored Jointly by the Virginia (A Department of Highways & Transportation and 1986 June 86-R43 VHTRC by D. Shepard Frank Scienti st Research the sponsoring agencies.) University of Virginia) the Cooperation with the U.S. Department of Transportation In Federal Highway Administration

2 L. THOMAS, JR., Chairman, State Highway Traffic Safety Engineer, A. VDH&T E. PATTERSON, Senior Traffic Engineer, Department of Public Works, H. Virginia Norfolk, TRAFFIC RESEARCH ADVISORY COMMITTEE J. B. DIAMOND, District Traffic Engineer, VDH&T T. A. JENNINGS, Safety/Technology Transfer Coordinator, FHWA C. O. LEIGH, Maintenance Engineer, VDH&T T. W. NEAL, JR., Chemistry Laboratory Supervisor, VDH&T W. C. NELSON, JR., Assistant Traffic & Safety Engineer, VDH&T C. B. PERRY II, Assistant Construction Engineer, VDH&T R. L. PERRY, Assistant Transportation Planning Engineer, VDH&T F. D. SHEPARD, Research Scientist, VH&TRC L. C. TAYLOR II, District Traffic Engineer, VDH&T ii

3 for the safety of traffic traversing construction ap.d Providing work zones is becoming increasingly complex, and over the maintenance five delineation systems for such barriers, including the discusses presently being used in Virginia. Presented is information on the system ABSTRACT several years, temporary concrete barriers have come into use as a past of protecting work crews as well as motorists. This report means fabrication, installation, durability, and cost of the systems. iii

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5 SYSTEMS FOR TEMPORARY TRAFFIC DELINEATION IN WORK ZONES BARRIERS D. Shepard Frank Scienti st Research for the safe passage of traffic through construction and Providing zones is becoming increasingly complex. Temporary barriers maintenance barriers i guided construc Fede the determined at systems objects or excavations within an area. Although most such g delineated, some are not adequately distinguishable from are a cl ear and positive manner while approaching and traversing n and maintenance work areas." In response to this situation, tion Highway Administration (FHWA) let a contract for a project ral and Delineation of Traffic Barriers in Work Zones," which Use evaluation of delineation systems under test track an When the results of this evaluation become available, it was ns. there was a need to install some of the delineation that sites to observe their effectiveness under read construction purpose of this study was to examine, under highway conditions, temporary barrier delineation concepts recommended by the FHWA. In three of installation and removal, maintenance, replacement, cost, and methods effectiveness of each system in delineating the barriers durability. not investigated. Only portable concrete barriers placed parallel to was flow of traffic were considered for use with each delineation system. the four systems examined are described below and shown in Figure I. schematically by INTRODUCTION are being used to keep traffic from entering a work area or from impactin barriers their su especially at night. In this respect, temporary rroundings, fail to satisfy the MUTCD requirement that motorists "be may " titled included conditio conditions PURPOSE AND SCOPE the study included the system presently used in Virginia. addition, available funds were limited, the examination was restricted to the Since SYSTEMS EXAMINED

6 x 12" cylinder 6" FHWA-I on barrier face Tape FHWA-3 orange i te wh x 24" panel 8" FHWA-2 burn light & reflector Steady Virginia orange white orange ght Reflector Tap( Figure I. Schematic of delineation systems.

7 s Recommended by the FHWA 6 in by 12 in reflective cylinders placed on top of the barrier 1. spaced at lo0-ft intervals and 8 in by 24 in hazard panels placed on top of the barrier and 2. at lo0-ft and 150-ft intervals spaced Continuous stripe (4 in minimum width) of reflective tape on 4. face is noted that the spacing of the delineators placed on top of the It varied depending on the curvature of the roadway. Also, the barriers was placed in different widths at different locations on the barrier tape se variables are discussed later for each site at which the face. systems were observed. Used in Virginia S,stems burn warning lights placed on top of the barrier and spaced Steady 96-ft intervals. Reflective barrier delineations (1.8 in by 4.2 in by at in) with reflective surface area of 3.25 in installed on traffic 0.75 midway between warning lights and approximately 25 in from bottom of side barrier. objectives of this study were accomplished by performing the tasks, which are discussed below. following overall costs Compute nt durabi i ty Determi 8-ion by 24-in panels and the 6-in by 12-in cylinders for the systems were fabricated in the district shops. panels delineation made from O.080-in aluminum and-covered with high intensity sheeting were alternating 4 in silver/orange diagonal stripes. cylinders were of from p.v.c, pipe which was cut into 12-in sections and covered with made intensity sheeting. high PROCEDURE cate del i neators Fabri work sites Selection Install delineators Document appearance of installations with film Fabrication of Delineators

8 tape applied to the barrier face was 3M yellow bissymetric (1.75 bead) pavement tape. index test sites selected were on construction projects where concrete barriers were being used. temporary sites and treatments were installed in the sequence in which are described below. It is noted that the delineators are spaced in they of 12 ft since the length of the barrier is 12 ft. Each multiples has a threaded insert at mid-length on the top. barrier 1 was in the southbound lanes of the Richmond-Petersburg Site (Interstate 95) south of the Colonial Heights toll plaza. This Turnpike of highway has a -0.5% grade and a 2 curve to the right. section AADT is 21,000 vehicles. roadway has no lights; however, southbound on adjacent signs, streets, etc., provides some illumination in lights area. delineation systems used follow. the 1: 4" tape- 192' (12" from barrier top) tape 192' (12" from barrier top) 6" tape 192' (12" from barrier top) 12" 2" Virginia standard steady burn lights already in II 48' o.c. 528' place. 72-ft spacing for the cylinders and panels was used as a between the existing 48-ft spacing of the steady burn lights compromise addition to the recommended 12-in stripe on the barrier face, In and 6-in widths were placed for observation. Because of the degree 4-in curvature and the 48-ft spacing of the steady burn lights, the FHWA of of 150 ft for the 8-in by 24-in panels was not used. spacing to the left 2 and has a +0.5% grade. It has an AADT of 21,000 curves light conditions were similar to those at site I. vehicles. Work Si tes Site 1 3: 6" x 12" cylinder on barrier 72' o.c. 576' 8 4: 8" x 24" panel on barrier 72' o.c. 576' 8 and the FHWA recommended distance of I00 ft. Site 2 2 was also south of the Colonial Heights toll plaza on the Site Turnpike, but in the northbound lanes. highway Richmond-Petersburg

9 1" Virginia steady burn lights in-place on each side of sections. 48' o.c. experimental 3: 6" x 12" cylinder on barrier 72' o.c. 576' 8 4: 4" tape 192' (3" above pavement) stated above for site I. Also, 4-in and 6-in wide stripes were reason in addition to the 12-in stripe. Each stripe was positioned 3-in used 3 was in the northbound lanes of Interstate 95 north of the Site Route 17 interchange. This site curves to the left at.3 Fredericksburg 1: Virginia steady burn lights in place on both sides experimental section. 96' o.c. of 4: 8" x 24" panel on barrier 144' o.c. 720' 5 5: 4" tape 192' (12" from barrier top) ft were used, respectively, for the FHWA recommended lo0-ft and 144 spacings. 150-ft last site chosen was on Route 44, eastbound to Virginia Beach east of the Newtown Road interchange. This section of road has no and 2: 8" x 24" panel on barrier 72' o.c. 576' 8 6" tape 192' (3" above "pavement) tape 192' (3" above pavement) 12" 72-ft spacing of the cylinders and panels was used for the above the pavement, which is the point at which the barrier taper starts. Site 3 and has a +2.4% grade. AADT is 21,500. re were no lights on or adjacent to this section of highway. 2: 6" x 12" cylinder on barrier 96' o.c. 576' 6 3: 8" x 24" panel on barrier 96' o.c. 576' 6 6" tape- 192' (12" from barrier top) tape 192' (12" from barrier top) 12" of the 12-ft length of the barrier, spacings of 96 ft and Because Site 4 but there is noticeable light from ac jacent streets. highway lights, a I curve to the right and no grade. AADT for this section of has highway is 55,000.

10 1: Virginia steady burn lights in place on both sides the experimental section. 96' o.c. of 3: 8" x 24" panels on barrier 144' o.c. 720' 5 4: 4" tape 240' (3" above pavement) tape 240' (3" above pavement) 6" 5: 6" x 12" cylinder on barrier top, 4-in and 6-in stripes were used on the barrier face sip.ce Only at the previous sites had indicated that the 12-in stripe observations experimental delineator systems were installed by Department as described below. personnel cylinder was attached to the top of the barricade by using a insert set in the barrier during fabrication. A bracket, as threaded in Figure 2, was used to attach the cylinder to the barrier with a shown bolt screwed into the-insert. aluminum bracket is 2 in wide, 3/8-in in high, and in thick, and the cylinder is attached to it with 14 I/4-in bolts. Figure 3 shows the cylinder in place on the top of a two panels were attached to the barricade by the same arrangement as for the cylinders; however, the bracket was larger and was used of steel in thick bracket was 14 in high and 2 in fabricated A 3/8-in bolt was used to secure the panel to the barrier. wide. photographs in Figure 4 show front and back views of a panel in It is noted that the brackets originally were fabricated from place. aluminum; however, after some of these failed, the switch was in to steel. aluminum brackets appeared to have broken under made 2: 8" x 24" panels on barrier 96' o.c. 576' 6 96' o.c. 576' was too wide. Installation of Delineators Cylinders barrier. Panels repeated stress caused by the air turbulence acting on the panel.

11 3/8" bolt Figure 2. Bracket for attaching cylinder to barrier. Figure 3. Cylinder on barrier. top of barrier "

12 Figure 4. Front (left) and back views of panel on barrier. the cylinder and panel were attached to the barrier by workmen Since from the highway median or the side opposite the traffic flow, no working reflective tape was attached to the face of the barrier at Preformed heights as noted above. tape was attached by priming the different shown in Figure 6. It was necessary to close a lane for this as operation. and 3/8-in bolts. reflectors used with the lights are bracket to the barrier face with an adhesive. No traffic control is attached traffic control was required. special on Barrier Face Tape face as shown in Figure 5. After the barrier face was marked for barrier alignment, the tape was pressed against the barrier using rollers proper Burn Lights Steady steady burn lights were attached to the barrier top using a necessary for placement of the lights and reflectors.

13 Figure 5. Priming barrier face for tape. Figure 6. Attaching tape to barrier face.

14 costs of fabricating the delineators are given in Table 1. of the reflectorized cylinders and panels include the costs of costs brackets, and nuts and bolts. Labor involved the cutting and attachment of the delineators and brackets and attaching the sheeting. It is sizing that the attachment brackets for the panels were more expensive noted those for the cylinders because of the need to use steel. than Tape: wide $0.51/ft 4" wide $0.76/ft 6" daily rental rate paid to contractors for steady burn lights from $0.68 to $1.40 per unit, depending upon the project type and ranged of the cylinders and panels generally took about the Installation amount of time since both were bolted to the top of the barrier same Cost of Delineators Materials and Fabrication and labor. materials included p.v.c, pipe and aluminum materials respectively, for the cylinders and panels, plus the sheeting, blanks, Table 1 Cost of Fabrication De i nea tor Cost per Unit 6" x 12" cyl.inder $ " x 24" panel $ " wide $1.52/ft rental rate" burn light Steady reflector & $0.68 $1.40/unit/day cost of the preformed tape was that paid to the manufacturer for rolls. 50-yd location. Installation the threaded inserts. However, in many cases the threads in utilizing inserts were stripped, and this made it difficult to secure the the This problem would have to be corrected if the cylinders or delineators. i0

15 were used, especially the panels as any rotation lessens their panels capabilities. For normal operations, it took 5 minutes or delineation the sites on which the preformed tape was used, the cost of For for installation was approximately $O.06/ft for the 4-in and 6-in labor and approximately $O.07/ft for 12-in material. Also, the cost material, a lane closure has to be added, unless the tape is placed on the of and Replacement Repair this study, the cylinders and panels were not cleaned" For be lost per year. Also, approximately 50% of the panels would be would and 43% would need to be realigned in a year. No cylinders had to bent the data from the shop fabrication and test sites, an estimate Using the project cost for each delineation system was made. For the of and repairs for each system. total costs given are for installation, assumed life of I year for the delineators. an is noted that the total project cost for the steady burn lights It based on the range of rental fees charged by the contractors for is total yearly project cost was the lowest for the panels spaced 144 ft centers primarily because fewer markers had to be used per at of the tape. high cost of the barrier striping was the result width the high purchase price of the tape and the cost of the lane c los.ure of required for installation. comparsion of the panels.and cylinders spaced at 96-ft intervals A that the cylinders were the least expensive. revealed for one person to install a delineator and about 2 minutes to remove less one. barricades prior to their installation on the highway. there was no cost for routine maintenance. devices were, therefore, maintained by replacing those lost and realigning and however, those bent. Based on the rate of loss on the experimental straightening approximately 15% of the panels and 5% of the cylinders installations, be aligned or repaired. barrier tape was not cleaned during the study and none was lost. Total Project Cost of comparison, data were projected for a section I mi long. purpose 2 gives the total project costs which include fabrication, Table various projects in Virginia. barrier stripes were significantly more expensive than the mile. and panels, with the cost increasing with the increase in the cylinders ii

16 x 12" cylinder $ 984 6" 96' x 24" panel 1,103 8" 96' x 24" panel 742 8" 144' wide 2,693 4" wide 4,013 6" Project Cost per Mile 3, , on the rental rate for steady burn lights, the Virginia system Based much costlier than the others. It is noted that if the other systems was panels, or striping) were rented to the Department as were (cylinders, lights, the costs may be different than those shown. the cost of delineation may be influenced by the project duration the more frequently the delineators are installed and removed, the since Durability observations were made during the 4-to-6-month Periodic Table 2 Total Initial Install. Material & Delineation Fabrica. Treatment Yearly Total Yearly Replace..1-yr Cost Repair & Removal $ 68 $ $ 49 $I,I , Barrier striping 12" wi de 8, ,589 steady burn lights & reflectors 96' spacing $O.68/day 13,651 28,105 96' spacing the cost. Because of the relatively short period of observation, higher was not possible to obtain information for a statement on this it variable. (spring-summer 1985) observation period. 12

17 no cylinders were lost or were observed to have sustained Overall, damage. re was slight scarring of the sheeting on vari.ous significant however, it was not detrimental to the reflective qualities. delineators; against transitional and rotational forces presented no Stability surface available for delineation remained the same regardless reflective rotation. of some road film was evident on the cylinders, it did not Although to significantly decrease the reflectivity, and with a regular seem it more vulnerable to contact by vehicles, workmen, etc. Also, made was some bending due to wind turbulence; however, in all cases the there was a tendency for some panels to rotate; however, none were re to be ineffective for delineation. cause of rotation was observed inability to secure the panel brackets to the barrier because of the threads in the inserts used for attachment. inserts were stripped road dirt accumulated on the tape, it did not get worse Although time, and the striping continued to provide delineation. with Cylinders primarily due to the design, which allowed the cylinder to rest problem, the barrier top in addition to being attached to it. Also, the on design allowed rotation without detriment since the cylindrical routine, any detrimental effects of dirt, road film, etc., maintenance be kept to a minimum. should Panels the panel, durability was more of a problem than with the With primarily because the larger area and thin metal of the former cylinders, was simply straightened to its original position with minimal panel effort. and many were damaged. Also, the single attachment point allowed plastic panel to rotate if the bolt was loose. the dirt accumulation was similar to that on the cylinders, and was Road obvious detriment to the reflective qualities of the sheeting. no Barrier Stripin tape placed on the barrier wall performed Quite well, with none All replacement. striping was able to withstand several "hits," needing evidenced by tire marks, etc., indicating that vehicles had come in as contact with the tape. 13

18 burn L.ights Stead, problems were observed for the steady burn lights, since these Few routinely maintained under the rental arrangement. Occasionally, a are would not be burning and others would be rotated or slightly bent. light were taken of all systems at each site under the following Pictures conditions- on the methods of shop fabrication and field installation Based and on periodic field observations, the following conclusions are used, the threaded inserts in the top of the concrete barriers. utilizing were encountered with deterioration of the existing threaded Problems allowing the delineators to loosen and rotate or fall off. inserts of the tape to the barrier face was more difficult, requiring Application lane to be closed as well as additional personnel to make the a as compared with the number needed to install the cylinders, application noted with the damaged threaded inserts were evident when problems delineators. Although no tape was replaced during the replacing Durability systems displayed good durabil ity. panels presented All Movie Documentation dry pavement Daylight dry pavement Night Night wet pavement movies were edited, placed on a single reel, and are available upon request. CONCLUSIONS presented. and Replacement Installation panels, cylinders, and lights were simply and quickly installed panels, and lights. and replacement of the cyl.inders, panels, and steady burn Removal was simple, requiring a minimum of time and effort; however, the lights evaluation, replacement would require a la e closure. problems because of their tendency to bend and rotate; however, they 14

19 be very easily realigned. Dirt and road film did not seem to be a could as accumulations reached a point at which they did not worsen problem, the retroreflection of the delineators was still deemed acceptable. and delineators placed on top of the barriers can be easily and safely cleaned if necessary. is noted that the systems were in place during the spring and It months and thus were not exposed to a winter environment. summer cylinders were the cheapest of the delineators to fabricate, the panels being next. tape was significantly more expensive, with the purchase price per linear foot increasing as the tape width with increased. costs of installation and removal were the same for the panels cylinders, since the attachment procedure was the same for both. and of applying and removing the tape was significantly greater because cost the additional manpower and traffic control required for application. of total replacement cost was more for the panels since they had a loss rate. Also, the panels required more time for repair and higher than did the cylinders. It is noted that routine maintenance realigning not included as a cost item. was comparison of the total project cost for 1 year revealed that for A spacing the cylinders were more economical than the panels. equal system including steady burn lights was significantly more than the others. expensive in spacing should be supported. acquisition of such increase was not within the scope of this study. knowledge Cost the spacing of the cylinders, panels, or lights would Increasing the cost, since fewer devices would be used; however, without decrease of the effective of spacing on traffic flow and safety, no knowledge 15

20 on the cost of fabrication, replacement, and removal, along Based the degree of simplicity in attaching the delineators to the with on the barrier face, which requires a lane closure for Striping proved to be durable; however, more input concerning its application, life, loss of retroreflectivity with age, and its performance service different weather conditions should be required before if. is used. under of the significantly higher cost of Virginia's system Because steady burn lights and reflectors, a more detailed analysis utilizing be made of its costs and effectiveness relative to those of the should ternati ve systems. al not recommended that the systems using cylinders, panels, or It-is be used for barrier delineation without additional information on tape performance. Also, it is important to consider the influence of their system in terms of legibility, target value, and effectiveness of each RECOMMENDATIONS the cylinders and panels have advantages over the other barriers, Problems with the threaded inserts used to attach the cylinders systems. and panels should be remedied if these delineators are used. delineation on traffic flow characteristics and traffic safety. 16

21 E. Morris of the Suffolk District, and W. S. Black of the Fredericks- C. District for their help in selecting the test sites and for providing burg control and manpower for the installation of the delineation traffic cooperation of the district and turnpike personnel is systems. ACKNOWLEDGEMENTS is extended to F. L. Isbell of the Richmond District, Appreciation R. Cosby of the Richmond-Petersburg Turnpike, P. D. Gribok and D. acknowledged with thanks. 17

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23 Form R-396 (7-85) Standard Title Page Report on state Project VHTRC 86-R44 June of a Bridge Deck Expansion Joint" "Evaluation Feature-- Royston Unidam Type (Experimental Author(s) H. Marvin 3817, University Station Box Virginia Charlottesville, Covered" Period June 1986 August Agencies' Names and Addresses Sponsoring of University Dept. of Highways & Transp. Va. E. Broad Street 1221 Supplementary Notes Charlottesville Virginia Hold-down Installation Performance Waterproof Royston Unidam LK-120 bridge deck expansion joints were installed Two experimental features on the Rte. 50 EBL bridge over the Shenandoah as was found that the joint is difficult to install to the prescribed It distance between the hold-down angles. performance of the opening material has not been totally satisfactory. On one of the two elastomeric the elastomer has failed over a 3-ft length in the right-hand lane, joints considerable sagging of this material in both joints suggests that the and may become more widespread with time. As a result, the riding failure over the joints has been impaired and traffic impact noise has quality In general, the performance of the joint has been unimpressive increased. Type Repo rt" FINAL Report Report Date No. Pages Project No No. No.- Contract Title and Subtitle Key Words joint Expansion Elastomer LK-120) Hilton Organization Name and Address Performing Highway and Transportation Research Council Virginia Virginia Richmond, Virginia Abstract in Clark County, Virginia. joints were evaluated with respect River their ease of installation and performanceafter five years of service. to and its use on other bridges is not recommended.

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