THE EFFECTS OF DE-ICING SALT SPRAY ON HIGHWAY PLANTINGS‘ . Thesis for the Degree of M. 8.. MICHIGAN STATE UNIVERSITY LUTHER MOXLEY 1973 ABSTRACT THE EFFECTS OF DE-ICING SALT SPRAY ON HIGHWAY PLANTINGS: SURVEY OF INJURY ALONG MICHIGAN HIGHWAYS AND STUDIES ON THE SODIUM AND CHLORINE CONTENT OF AUSTRIAN AND WHITE PINE BY Luther Moxley Reports of de-icing salt spray injury to plants has in- creased in the past decade (45,59,78). This study was under- taken to observe salt spray injury to plants bordering selected Michigan highways in order to provide a comprehensive guide to salt spray tolerant plants for highway areas and to partially delineate the reasons for the tolerance of Austrian pine and the susceptibility of white pine to salt spray. Results of the survey indicate that those plants with ' thick coatings of wax on foliage, stems, and buds were most tolerant to salt spray. Those plants with pubescent coatings on the stems, buds and foliage were also tolerant. Injury from salt spray was observed on plants as far as 250 feet from the edge of the highway and to a vertical distance of 20 feet. Microprobe analysis results indicate that sodium and chlorine is less evenly distributed on the white pine needle surface. The results of cross section analysis indicate that Luther Moxley the tolerance of Austrian pine is not due to the fact that it is able to exclude sodium and chlorine from the needle cells. Tolerance of Austrian pine may be related to its ability to tolerate higher levels of sodium and chlorine in the cells or its ability to resist dessication. THE EFFECTS OF DE-ICING SALT SPRAY ON HIGHWAY PLANTINGS: SURVEY OF INJURY ALONG MICHIGAN HIGHWAYS AND STUDIES ON THE SODIUM AND CHLORINE CONTENT OF AUSTRIAN AND WHITE PINE BY Luther Moxley A THESIS Submitted to Michigan State University in partial fulfillment of the requirements for the degree of MASTER OF SCIENCE Department of Horticulture 1973 ACKNOWLEDGMENTS Sincere appreciation is extended to Drs. H. Davidson and H. P. Rasmussen for their guidance and assistance in this work. The technical assistance of Mr. Vivion Shull on the microprobe is also greatly appreciated. ii LIST OF TABLES. . . . LIST OF FIGURES . . . INTRODUCTION. . . . . LITERATURE REVIEW . . De-icing Salt. . What is it? How does salt . Salts in the Highway Environment Salts in the Water Supply TABLE OF CONTENTS O O O Salts in the Soil Salts as Spray. . Effects of Salt on Plants. Soil Salts. Salt Spray. work? Salt Tolerance, Avoidance, Injury. . . Soil Salts. Salt Spray. MATERIALS AND METHODS Preliminary Survey I-96 Survey. . . M-78 surveYo o o I-496 Survey . . Michigan Arboretum Survey. 0 o o O 0 0 Microprobe Analysis of White Needle Surfaces . Microprobe Analysis of White Needle Cross Sections RESULTS AND DISCUSSION. Preliminary Survey . . I-96 Survey. . . iii 9 an o d A 00.00.0000. P“ OOOHOOOOOOOOI. 0 Q o o o Austrian Pine 0 O O 0 O I O Austrian Pine Page vi 36 36 39 4Q 40 41 41 43 44 44 45 TABLE OF CONTENTS-~Continued Page M-78 surveYo o o o o o o o o o o o o g o c o o o o 45 1-496 survey 0 o o o o o o o o o o o o g o g o o o 48 Michigan Arboretum Survey. . . . . . . . . . . . . 51 Microprobe Analysis of White and Austrian Pine Needle Surfaces . . . . . . . . . . . . . . . 51 Microprobe Analysis of White and Austrian Pine Needle Cross Sections . . . . . . . . . . . . 56 SUMMARYANDCONCLUSIONS................ 59 LITERATURE CITED 0 O O O O O O O 0 O O O O O I O O O O O 6 5 APPENDIX--Salt Tolerances of Various Woody and Herba— ceous Plants. . . . . . . . . . . . . . . . . 73 References. . . O O O . O O O C O O O O Q C O 88 iv TABLE LIST OF TABLES Page De-icing salt additives. . . . . . . . . . . . . . 5 Average salt spray injury ratings of plants bor- dering 1-96--May 1972. o o o o o o o o o o o o o o 47 Average salt spray injury ratings of evergreens observed on M-78--March 1973 . . . . . . . . . . . 49 Average salt spray injury ratings of plants observed on I-496--April 1972 and April 1973 . . . 50 Average salt spray injury ratings of plants at the Michigan Arboretum--l972 and 1973. . . . . . . . . 52 Average salt spray injury ratings and tolerances of plants bordering selected Michigan highways . . 60 LIST OF FIGURES FIGURE Fate of salts in the highway environment. . . . . Salt injury survey areas in the Lansing-East LanSing ViCinj-ty O O O O O O O O O O O O O O O O 0 Salt injury survey area-—Ford Motor Company's MiChigan AIboretumO O O O O O O Q 0 O O O O O O O Tufting of the branches of bur oak (Quercus macrocarpa) . . . . . . . . . . . . . . . . . . . Representative relative X-ray intensities of sodium and chlorine on white pine needle surfaces Representative relative X-ray intensities of sodium and chlorine on Austrian pine needle sur- faces 0 O O O O O O O O O O O O I O O O O O O O 0 Representative relative X-ray intensities of sodium and chlorine in white pine needle cross seCtionS O O O O O I O O O O O O O O O O O O O O 0 Representative relative X-ray intensities of sodium and chlorine in Austrian pine needle cross sections 0 O O O O O O O O O O O O I O Q O O I O 0 vi Page 18 37 42 46 54 55 57 58 INTRODUCTION The use of de-icing salts has increased in the last decade as man's desire to travel by automobile over great distances at high speeds has increased. Westing (95) reports that in 1968 six million tons of salt were applied to high- ways in the northern states; 95% being applied as NaCl and 5% as CaClz. A typical New England highway received as much as twenty tons of salt per mile per season. westing indi- cates that salt use is increasing at the rate of one million tons per year. Estimates of salt use in the northern states in the 1968-69 winter have been as high as ten million tons (68). The problem of plant injury from salts has received much attention in recent years but is a problem that has been recognized for some time. Wyman (99) notes that when Forsythia was brought by ship from the Orient to Europe in the 1800's, protection from salt spray was provided. In the early twentieth century calcium chloride used as a dust pal- liative on dirt roads was found to injure plants along these roads (85,87,88,90). In more recent years much damage has been reported from salts applied to highways as de-icers (1,22,36,39,42,50,56,74,83). The purpose of this research is to observe de-icing salt spray injury to plants along Michigan highways and to par- tially delineate the reasons for the varying susceptibility of white pine (Pings strobus) and Austrian pine (Pings gigrg). It is hoped that this work will provide a comprehensive guide to salt spray tolerances of several plant species and will aid in the understanding of the phenomenon of salt spray toler- ance o LITERATURE REVIEW De-icing»Salt What is it? Today, the terms "road salt" and "de-icing salt" include more than just sodium chloride or calcium chloride. De-icing salts or road salts are combinations of sodium chloride and/or calcium chloride and various additives. The major portions of de-icing salts still consist of sodium chloride and calcium chloride; sodium chloride being more widely used because of its lower cost and greater avail— ability. Sodium chloride is generally applied in the form of the mineral halite which is 94 to 97% sodium chloride (80). Sodium chloride (NaCl) has a molecular weight of 58.45 and is comprised of 39.34% Na and 60.66% Cl. It occurs as cubic white crystals, granules, or powder. NaCl is colorless and transparent being translucent only when in large crystals. NaCl has a density of 2.17, a melting point of 804°C, and a solubility in cold water of 35.79/100 cc (86,92). Its eutectic temperature (lowest possible freezing point of a Saturated solution) is -6‘F. NaCl has a heat of solution of -l.18kC/mole. It is usually most effective as a de-icer at temperatures above 20°F (80). Calcium chloride (CaClz) is a joint product of natural salt brines and can exist in anhydrous, mono-, div, tetra-, and hexahydrate forms. CaCl2 has a moledular weight of 110.99 and contains 36.11% Ca and 63.89% C1. The hexahydrate form (CaC12.6H20) exists as deliquescent, trigonal crystals and has a melting point of 30°C. The density of CaCl is 2.15 2 and its solubility in cold water is 74.5g/100cc (86,92). Calcium chloride has a eutectic temperature of —67°F and a heat of solution of 3.01kC/mole. CaCl2 is sometimes used as a de-icer when temperatures fall below 10°F. It is often used in combination with NaCl. Its use is not as great as that of NaCl because of its high cost. In Wisconsin, for example, only 5% of the de-icing salt applied is CaCl (80). 2 Several additives other than sodium chloride or calcium chloride may be included in de-icing mixtures. Their purpose is to impart various properties to the de-icing mixtures mak- ing them more effective. The nature and properties of these additives are characterized in Table 1. All or some of these additives may be found in a de-icing mixture depending on the agency applying the mixture. In Wis- consin, for example, only 10% of the de-icing salt mixtures used contain sand. From 1/2 to 2/3 of the salt mixtures con- tain sodium ferrocyanide. A chromium base rust inhibitor was applied in de-icing mixtures in the 1955-56 winter in Michigan but its use was discontinued after that season (80). mx\ms new manage“ an as: nousnuaafl GOHMOHHOO UGM Umfih mumfiouco Esflpom usmwpmumsfl m>fluom A.osH Haflmumov mundmumo mx\ms and mpflnnsu as oqzlm wH mo osHs> o>wufluu5s nosnnnncn COHmOHHOU UGM HmSH mumsmmoam Imumamxmn Eswpom usmfiomumcw m>auom A.OGH comamuv xosmm n.3mwm on Oaxou memonum no mmxma ca Baum Ilunmwaczm ca ooficmwo somonown mommoamn “Hmnummou mCHxOHum Eoum mamumhuo pawn musm>onmv poems msflxmolflusm amass.sizovmm.mz Ameom mo wumwmmsum soaamwv moflsmmoounmm Endpom cowHMOAMHofiom coma mo mmmmamu no: mooollo a sa mandaomswlls3ocx In: moauummoum owxou menme m mm pom: mleizueomlemm Amsam sawmmsnmv mcwsmmoouumm oeuumm oaxoulsoz mowuuwmoum m>wmmnn< as we com: mmomusm mamumaflz msowum> rmEou Hmoflfimno msmw m>suwee¢ Amm.omv mm>fluwwo< uamw mcflofllma .H wHQMB There are other minerals available that can act as de- icers but are not used extensively on highways. D-110[64], used primarily on airport runways, contains 22-29% urea, 71-78% ammonium nitrate, and 2% sodium phosphate. A second runway formulation contains 75% tripotassium phosphate and 25% formamide (80). De-icers sold primarily for home use include ammonium sulfate, ammonium nitrate, and a combination of potassium pyrophosphate plus formamide. Many of these home de—icing products have been shown by the Portland Cement Association to damage concrete. De-icers,.such as these, which contain large amounts of nitrogen or phosphorus may be undesirable used on a large scale because of possible polluting effects on lakes and streams (80). Howdoes salt work? It is generally understood that salt applied to highways causes ice and snow to melt. The physical and chemical proc- esses and the factors affecting these processes are not as widely known. Coulter (28) has explained these processes. When salt is applied for the control of ice or snow, melting occurs because the vapor pressure of the liquid phase of the water present is reduced. Water molecules are emitted from the surface of both the solid and liquid phases. At equilibrium, the emission of molecules from the surface and condensation of molecules on a surface are at the same rate. When both ice and water are present, in time, all will pass into that phase having the lowest vapor pressure (water) since condensation of vapor will be more rapid on that phase than emission from it. The excess of molecules for this condensation will be ob- tained from the phase with the higher vapor pressure (ice or snow). In order for melting to occur the latent heat of fusion (143.6 BTU's per pound of ice) must be supplied. On a pavement the necessary heat is abstracted from the ice adjacent to the melting area, from the atmosphere, and from the pavement....' The rate of flow of heat is directly proportional to the temperature differences between the points of supply (the adjacent ice, the atmOSphere, or the pavement) and demand (the melting solution). The type of salt applied to a highway can affect the rate and effectiveness of the melting process. If ambient tempera— tures are seldom less than 20°F sodium chloride is used. At a temperature of 20°F, the eutectic temperature of NaCl (-6°F) will permit a temperature differential of 26°F between the melting solution and the surrounding environment thus melting will occur at an acceptable rate. At ambient temperatures of -7°F no melting will occur (28). When temperatures fall below 10°F calcium chloride is often used alone or with an abrasive. Because of its lower eutectic temperature, CaCl can induce melting at very low 2 ambient temperatures. At temperatures of 10 to 20°F mixtures of NaCl and CaClz are often used. CaCl2 has an affinity for moisture and a positive heat of solution. When it is applied to ice melting begins more rapidly but NaCl, which has a greater driving force for melting, will melt more ice in a given time period. CaC12, because of its deliquescent proper- ties, captures moisture from the atmosphere and brings it into contact with NaCl thus facilitating the melting process (80). Miller (62) found a mixture of 1 part CaCl to 2 parts NaCl 2 by volume to melt ice and snow at a lower temperature than NaCl alone, and to melt ice and snow faster at all tempera- tures. Grain size also affects the rate of melting. Small-sized grains will increase the rate of melting; however, the salt particle must penetrate into the ice or snow. If salt of a very fine grain size is used,.1itt1e penetration will occur and a film of brine may develop on top of the ice or snow mass. This film produces a lubricating effect causing a loss in tire traction. Larger size grains are able to penetrate to the bottom of an ice or snow mass and along with lateral diffusion of the brine permit traffic action to break up the ice sheet, or, in the case of snow, produce a slushy condition which will aid in snow removal (28). A third factor in the melting process is the amount of traffic in the salted area. Traffic movement assists in the removal of ice and snow by the application of pressure to the melting area, thus slightly lowering the melting point of the ice or snow. The heat of tire friction and the casting of loose snow or ice from the pavement by vehicular movement also aid the melting process. If the temperatures of the environ- ment and the melting solution are at equilibrium, traffic move- ment will increase the rate of heat transfer to the melting solution (28). Ambient temperatures can affect the rate of snow and ice removal by chemicals. Low air temperatures prior to salting will slow removal, whereas high temperatures prior to salting will hasten removal by causing heat to be stored in the pave- ment. Removal will be slow if the atmospheric humidity is low or if conditions for heat transfer are poor; wind or radiation to a clear night sky causing poor heat transfer conditions (28). Snow density and/or water content is also a factor in ice and snow removal. Less heat is required to melt wet snow than dry snow. Snow density and water content are affected by temperature. Low temperatures and humidity favor dry, powdery snow, while higher temperatures and humidity favor wet, dense snow. Wind action can increase snow density by packing the snow (28). The rate of application of the salt mixture is one of the most important factors affecting the melting process. A maxi- mum rate of melting would be achieved if sufficient salt was applied to make a eutectic solution in the water-equivalent of the ice or snow that is being melted. In practice less than that amount is applied. Providing some traffic is present, removal of ice and snow is satisfactory if 40% of the weight of the salt necessary to reduce the freezing point of the equivalent water to the existing ambient temperature is applied. The rate of application is influenced by the factors previously discussed of salt type, grain size, traffic move- ment, temperature, and snow density and/or water content (28). 10 Salts in the Highway Environment Salts in the Water Supply De-icing salts applied to highways may enter three regions of the environment. They may splash or drift onto plant foliage, they may splash onto or run off into the soil bordering the highway, or they may be carried off in the water supply to lakes, wells, streams, and ponds. Schraufnagel (79) reported that in some areas of Wisconsin winter roadside runoff contained up to 10,250 mg/l chloride. Surface water in the area contained 45 mg/l chloride. The summer roadside runoff contained only 16 mg/l. Hutchinson (48) found the Na+ and Cl- content of water samples taken daily during March and April from a culvert near an interstate highway in Maine to range from 70.4 to 264.9 ppm and 38.1 to 844.9 ppm respectively. Most ground-water samples taken from highways in Massachusetts showed a chloride con- tent of almost 250 ppm which is the upper limit recommended by the United States Public Health Service for public water supplies (83). Deutsch (31) reported alleged contamination by salt storage of the Black River limestone at the Village of the Rocks in Michigan. Pollution of several roadside wells has been reported by the Manistee County (Michigan) Sanitation Commission. In 1960 five wells in Wisconsin were reported to be affected by salts leaching from a sand-salt stockpile (79). 11 Increased chloride concentrations in lakes, ponds, and rivers as a result of de-icing salt runoff have also been reported (1,9,48). Bubeck 25‘31. (17) reported that de-icing salts have increased the Cl- concentration of Irondequoit Bay fivefold in the past 20 years. In 1969 and 1970 the c1" con- centration was sufficient to prevent the complete vertical mixing of the bay in the spring and to delay the period of summer stratification by one month. Blaser 92 31. (9) doubted that de-icing salts are contaminating major waterways. Salts in the Soil Excess salts in the soil bordering salted highways and resultant vegetation damage have been reported by several observers (3,9,24,25,44,45,46,47,48,49,55,67,69,9l,94,95,101). Holmes gt’gl. (47), while noting that direct application of NaCl to the soil around trees can cause damage, doubted that injury to deciduous trees occurred when salts were applied to roads in moderate amounts during the winter only, however, they did observe that trees in low areas may be damaged. They hypothesized that any salt accumulated in the foliage of trees along the highway would be removed when the leaves abscised. Holmes (45) in later work reaffirmed his findings. He contended that the salt dissolved in the melted snow and ran off over the frozen ground without reaching tree roots. 12 Holmes found that a small amount of salt did enter the top layers of the soil causing damage to the grass under the trees, but he felt that most of this salt was probably leached out of the sandy loam soil before the foliage on the trees expanded and before there was much water uptake by tree roots. La Cease and Rich (55) found an inverse relationship be- tween distance from the highway and salt injury symptoms. The soluble salts in the tOp three inches of the soil border— ing salted highways decreased significantly with distance from the road. Most injury occurred within 30 to 100 feet of the highway. Soluble soil salts were greater on the lower side of the highway and injury to trees was greater on those trees below the road level or in areas receiving drainage from the highway. Hutchinson and Olson (49) measured sodium and chloride levels in soils adjacent to highways salted for periods rang- ing from 0 to 18 years. Levels of both ions were found to increase; Na+ levels increasing more than Cl- levels. Injury was greatest at the edge of the highway and where salting was practiced the longest. Salting increased Na+ and Cl— levels more at a depth of 6 inches than at 18 inches. Increased sodium and chloride levels were found at distances up to 30 to 35 feet and as far as 60 feet from the highway. Baker (3) also found high sodium and chloride levels in soils bordering salted highways. 13 Prior and Berthouex (67) noted that water can infiltrate frozen forest soils to a depth of 4 inches; less infiltration occurring in heavy soils. If the soil froze slowly permeabil— ity was decreased. They found high concentrations of salt at the soil surface and nearest the highway. ‘Salt concentrations decreased with depth. Lateral movement of salt in the soil was as great as 100 feet; however, after February, lateral movement was only 25 feet. By April the salts had been leached from the soil. Westing (95) noted significant infiltration of salt solu- tions into the soil even when the ground was frozen. In well- drained, sandy soils the salts did not persist beyond March, but in less well-drained soil types, the salts persisted through summer and fall. Na+ and Cl- concentrations increased slowly throughout the year. Westing found the direction and rate of salt movement to be influenced by: 1) whether the soil is frozen, 2) the amount and pattern of rainfall, 3) the depth of the water table, and 4) the texture, structure, chemistry, organic matter content, permeability, cation ex- change capacity, and biota of the soil. Zelazny and Blaser (101) found high concentrations of Na+ and C1- to a depth of 18 inches throughout the winter in soils bordering salted highways. Maximum concentrations of salt were found at the soil surface and closest to the pave- ment. The salt moved downward in the winter. Concentrations 14 increased from year to year. Higher than normal concentra- tions of salt were found in the soil to a distance of 75 feet from the highway. Button and Peaslee (24) found that most plants more than 30 feet from the highway usually escaped injury, but some plants as far as 100 feet from the highway were injured. Rich (69) observed that trees within 30 feet of the highway were affected by salt most frequently and severely. Blaser 35 31. (9) also found injury to occur up to 30 feet from the highway; injury being greatest at the edge of the highway. The dis- tance at which injury occurred increased on curves. Hofstra and Hall (44) found injury to trees up to 120 meters from the highway. Wester and Cohen (94) found a correlation between the amount of salted snow piled within the root zone of trees and the degree of injury to the trees. The amount of precipita- tion in the spring was a critical factor in the severity of the damage; no damage occurring when enough rain fell in the spring to saturate the soil and provide for leaching of salts from the soil. Holmes and Baker (46) observed that the factors affecting the amount of injury to trees were: 1) the amount of salt applied, 2) the timing of the application, 3) the quality and drainage of the soil, 4) the dates of salting, 5) the depth and duration of soil freezing, 6) the depth of snow piles, and 7) the amount of runoff before the ground thaws. 15 Walton (91) noted that the higher the rate of applica- tion of salt the earlier the symptoms appear on Norway maple trees. The degree of phytotoxicity was found to be governed by: l) the amount of rainfall during the growing season, 2) the amount of snow cover, and 3) the amount of rainfall in the spring. Walton found a late spring salting to be more phytotoxic than a winter salting. He hypothesized that when salt washes to the roadside it may thaw the soil around the plant to some degree forming a "sink". As a result, the plant roots may be bathed in solutions of high salt concentrations and osmotic pressures causing root injury. Salts as Spray De-icing salt spray churned up by moving traffic and de- posited on the foliage has been reported to cause injury to roadside plants (29,45,59,75,78,84). Wells and Shunk (93) noted the importance of ocean salt spray as a factor in coastal ecology. They observed injury to plants from salt spray and were able to induce similar injury in test plants with a 3% spray of NaCl. Oosting (65) also noted the effects of salt spray on coastal vegetation as did Boyce (11). Death of and injury to pine, spruce, privet, and dogwood were ob- served along the New Jersey coast (77). Edwards and Holmes (33) determined salt deposited by marine winds onto trees of North Wales forests to be responsible for the observed injury 16 to those trees. Buccianti (18) described serious damage to vegetation along the Mediterranean Coast from salt deposition by strong sea winds. Holmes (45) noted some injury to trees by NaCl and CaCl2 applied directly to the foliage. Sauer (78) observed that de-icing salts had their greatest effect on the above-ground portions of the plant. He noted that those portions of the plant protected by snow cover escaped damage, the foliage of taller plants which extended above the spray zone appeared healthy, damage occurred only on the side of the plant facing the highway, and those plants afforded some protection from salt spray appeared healthy. Damage was greater in median strips and on expressways where larger amounts of salt were used and where increased traffic density and higher speeds caused more spray and a wider spray. The type of vehicle was found to affect the extent of the injury zone; trucks causing injury higher up on trees because of their poor aerodynamic design. Factors affecting the severity of injury were: 1) the amount of NaCl applied, 2) the time of first applica- tion, 3) the distribution rate of total salts, 4) the time of last application, and 5) climate; the most important in de- termining injury being the amount of NaCl applied. Salt spray damage to vegetation along New Jersey road- sides was observed (75). Symptoms of injury were noticeable within 30 feet of the highway; being more severe on plants 17 below the road elevation. Davidson (29) noted damage to various species of pines along Michigan highways. Those plants damaged most were located nearest the highway in the salt splash or drift zone. Smith (84) observed salt contamination of white pine adjacent to an interstate highway. Foliar Na+ cancentrations were greater than 1% on the highway side of the plants. The threshold level of Na+ for injury was 0.5%. No abnormal Ca++ levels were found. Needles of south-facing trees contained more Na+ than those of north-facing trees; the higher levels in south-facing trees being attributed to the prevailing wind patterns. Damage to white pine occurred up to 35 meters from the highway. Lumis, Hofstra, and Hall (59) found tree injury to de- crease with distance from the highway. Injury was most severe on the side facing the road. Plants on the downwind side were damaged more severely. As traffic volume increased, plant injury increased. De-icing salts have been shown to run off into water sup- plies, to splash onto or runoff into soils bordering highways, and to be deposited on the foliage of plants bordering high- ways. Damage from salts has been reported in all of these regions of the environment. The fate of salts in the environ- ment is depicted in Figure l. 18 .usmficoufl>cm mmsnmfin map CH muamm mo mush .H musmfim wo<¢Ohm . 5:; 06393 . 238 .225. 69.3 . .335... .828 .33.! 32:62:05 339.3 mm»; _ -8 .++oo.+ez. 0252.0 4.0w I) /\ 02:..52 Ste F / / \\ mwmwn: .. :3: e] // / / 5.13.4.1 . Cifi\ 11.833! 8] // .\\ Prozac a 302m \ w>..0wm.o 0.. .5on .9153 o. \ Imdqam .... \\ '0 \....£o: mafimsmq umMMImsHmsmq 0:» SH muons mo>udm whencw uHmm .255 or . I). —> 0031009 0: {.— wmé :o:(oo 2 .Al I .m musmflm oE «who. can «so: 324 :33... 2:32... § spgdoa puoig o: 4— +24 3) 4) 5) 38 distance of approximately 30 feet from the edge of the pavement. Plants are at road level. Traffic on the highway is moderate; the average speed of the traffic being 55 to 60 miles per hour. M-43 from the junction of M-43 and M-52 northwest to the junction of M—43 and M-78. Plants along this high- way consist mainly of mature evergreen species at dis- tances of 20 to 80 feet from the edge of the pavement. Most plants are at road level. Traffic on this road is heavy; travelling at speeds ranging from 25 to 50 miles per hour. I-496 from the Trowbridge Road exit south to the junc- tion of I-496 and I-96. Plantings along this highway are approximately eight years old. Most plants are above the level of the highway and are at distances of 10 to 60 feet from the highway. The plantings consist of both evergreen and deciduous species. Traffic on this highway is moderate to heavy and travels at an average speed of 70 miles per hour. I-96 from the easterly junction of I-96 and I—496 west and north of the westerly junction of I-96 and I-496. Plantings along this highway are approximately six years old and consist of deciduous and evergreen species. Most plants are at or slightly above road level. Traffic is moderate on this highway and travels 39 at an average speed of 70 miles per hour. The plants are at distances of 10 to 50 feet from the edge of the pavement. 6) I-496 from the westerly junction of I—496 and I-96 east to the Trowbridge Road exit. Plantings in this area are one to two years old and consist of deciduous and evergreen species. The plants are above the road level and are 20 to 40 feet from the edge of the pave- ment. Traffic on this highway is heavy and travels at an average speed of 70 miles per hour. Plants bordering these highways were observed for any de- icing salt spray injury symptoms. Symptoms of de-icing salt spray injury as described by Lumis, Hofstra, and Hall (59) were used to determine salt injury. Injury to various plant species was recorded. I-96 Survey An additional survey of the plants bordering I-96 from the easterly junction of I-96 and I-496 west and north of the westerly junction of I-96 and I-496 was conducted in May of 1972 after the deciduous trees had begun to leaf out and the current year's symptoms began to be expressed on evergreens. ‘Injury symptoms were observed and recorded on both evergreen and deciduous species on the north and south sides of the high- way. Plant injury was rated on a scale of 1 to 5 as follows: 40 l - no symptoms of salt injury 2 - minor symptoms of salt injury 3 - moderate symptoms of salt injury 4 - severe symptoms of salt injury 5 - very severe symptoms of salt injury or death of the plant. M-78 Survey On March 21, 1973, a more detailed survey of salt injury to plants bordering M-78 from the junction of M-78 and M-43 northeast to the junction of M-78 and.M-52 was made (Figure 2). Symptoms of de-icing salt injury were observed and recorded on both deciduous and evergreen plants. The plants were rated for injury on a scale of 1 to 5 as previously discussed. In addi- tion to the injury rating, the distance from the edge of the pavement to the plant was estimated and recorded. I-496 Survey In April and May of 1972 and in late April of 1973 sur- veys of tree and shrub conditions on I-496 from the Trowbridge Road exit south to the junction of I-96 and I-496 were con- ducted (Figure 2). Plants were observed for salt spray injury symptoms, were rated for salt injury on a scale of l to 5, and their distances from the edge of the highway were noted and recorded. 41 Michigan ArboretumSurvsy In April and May of 1972 and in late April of 1973 sur— veys of tree and shrub conditions were conducted at the Ford Motor Company's Michigan Arboretum in Dearborn, Michigan. The arboretum is directly adjacent to the Southfield expressway and consists of 95 Species of native Michigan shrubs and trees (Figure 3). The plants are from 9 to 13 years old and are located at distances of 40 to 100 yards from the expressway. The arboretum is located on the east side of the expressway and the prevailing winds are from the southwest. Symptoms of salt spray injury were observed and recorded for the various species. The distances from the highway of each of the plant species were estimated and recorded. Micrqprobe Analysis of Whine and Austrian Pine Needle Surfaces 77 Needles of white (Pings strobus) and Austrian (Pings nigns) pine were collected from trees growing along M-78 in the salt spray zone and from trees growing on the Michigan State University campus where no salt spray could reach the needles. The needles were cut into one centimeter sections beginning at the tip. These centimeter sections were then mounted with television tube koat onto carbon discs taking care to preserve the proper orientation (tip to base) of the needle sections. The sections were then coated with carbon to a thickness of 100 A. 42 .E:uouonu¢ cmmflnoflz m.msmmsoo Mono: Unomllmoum >0>H5m Sunnsfl uHmm .m enemas Eammmmexm Y. z ouw...:._._.30m its 0.. QQOQ hogtmm J W o. J J EUROQo 9.5 $9 @Onmwnmmu A a .. . o . inhefsea s. 0m G 0 w Aw 0v 9% c O Q & 43 Horizontal line profiles for sodium and chlorine were then made on the EMX-SM electron microprobe of the surface of each section closest to the tip. A distance of 480 microns was scanned on each section. Operating conditions for the microprobe were 15 KV and 0.02 microamps of current. Magnifi- cation was 500x. Micr0prsbe Analysis of White and Austrian Pine Needle Cross SectiOns ’7 Needles of white and Austrian pine were collected from the highway and nonhighway sides of trees growing along M-78 in the salt spray zone and from trees growing on the Michigan State University campus where no salt spray could reach the needles. The needles were embedded in O.C.T. and sectioned on a cryostat to a thickness of 8 micrometers. Randomly chosen sections were mounted on carbon discs; O.C.T. being used as a mounting material. The sections were then coated with carbon to a thickness of 100 A. Horizontal line profiles for sodium and chlorine were made on the EMX-SM microprobe of randomly selected portions of each section. The portions of the sections scanned were 200 micrometers in length. Operating conditions for the microprobe were 15KV and 0.02 microamps of current. Magnification was 500x. RESULTS AND DISCUSSION Preliminary_Survey De-icing salt spray injury was observed along highways in the Lansing-East Lansing area. The symptoms of salt spray injury on evergreens were observed to be Similar to those described by Lumis, Hofstra, and Hall (59). Needle browning was observed on the highway side of susceptible plants. On the highway side of older plants bud necrosis, in addition to needle browning, was observed. The needle browning began at the tips of the needles and progressed toward the base. Symptoms were evident on the highway side of the plant only. Plant portions above or beyond the spray or drift zone exhibited no injury symptoms. Symptoms were observed to be less severe further from the road. De-icing salt spray injury was observed on some species in all areas surveyed. White pine (P_i_._r_1g_s strobus) was severely injured. This species exhibited severe needle browning on the highway side. Many white pines exhibited bud necrosis. Several young white pines were dead. Norway spruce (Piggg sniss) exhibited Slight needle browning as did Douglas fir (Pseudotsuga taxifolia). Scotch pine (Pings sylvestris), arborvitae (Thuja occidentalis), red pine (Pinus resinosa), 44 45 and juniper (Juniperus sen.) exhibited moderate salt spray injury. Needle browning was evident on the highway side of the plants but there was very little bud necrosis. Austrian pine (3&22§.2ifl£2) and Colorado spruce (Pisss pungens) exhibited no injury symptoms. I-96 Survey Soil conditions were very poor at this site. The soil was very hard and extremely dry. Symptoms observed on ever- greens were similar to those observed on evergreens in the preliminary survey. Injury from saw fly was noted on Scotch pine (Pings syiyestris). Symptoms of salt spray injury on deciduous species were observed to be similar to those described by Lumis, Hofstra, and Hall (59). Those branches on the highway side of the plant exhibited tip necrosis; those injured for more than one year exhibiting a "tufted" branching habit (Figure 4). Flowering was severely reduced on the highway side of the plant. Injury from tent worms was observed on H2l2§.§2230 Crataegus grusgslli, and Crataeggs onyacantha. Injury ratings for the various species observed are presented in Table 2, on page 47. M-78 Survey Sumptoms of de-icing salt spray injury were observed on plants located on both the north and south sides of M-78. There was no apparent difference in the amount of plant injury 46 .Ammumoouoms msoumsov #60 man no monocmno ecu mo mafiumse .v shaman 47 Table 2. Average salt Spray injury ratings of plants border— ing I-96--May 1972. . Species Average Injury Rating Acer campestre 2.0 Acer ginnala 2.0 Acer platanoides 1.5 Acer rubrum 2.0 Acer saccharum 4.0 Crataegus crusgalli 2.5 Crataegus monogyna 2.5 Crataegus oxyacantha 3.5 Euonymus europaeus 4.0 Elaeagnus angustifolia 1.5 Fraxinus pensylvanica lanceolata 1.5 Gleditsia triacanthos 3.0 Malus floribunda 4.0 Pinus nigra 1.5 Pinus strobus 4.0 Pinus sylvestris 3.0 Platanus occidentalis 4.0 Populus deltoides 1.0 Quercus alba 1.5 Quercus palustris 2.5 Quercus robur 4. Quercus rubra 4.0 Rhus typhina 1.0 48 between the north and south sides of the highway. Injury expressed as needle browning and bud necrosis was observed on both the highway and non-highway sides of white pine (Pings strobus). Injury symptoms were observed to a vertical distance of 30 feet with most injury occurring at a height of 20 feet or below. American Beech (Psggs_grandifolia) located on the north side of M-78 at a distance of 20 feet from the highway exhibited slight "tufting" of the branches on the highway side of the trees. White oak (Quercus sins) 18 feet from the high- way exhibited moderate tufting on the highway side. Green ash (Fraxinus pensylvanica lanceolata) and red maple (Assn_rubrum) exhibited no injury symptoms at distances of 10 and 30 feet from the highway. Shagbark hickory (EEEXE.EXEEE) exhibited no injury symptoms at a distance of 15 feet from the highway. Pin oaks (Quercus pslustris) located 20 feet from the highway exhibited bud and tip necrosis on the highway side. Average injury ratings of evergreens observed on M-78 are presented in Table 3, on the following page. I-496 Survey Injury symptoms similar to those observed in other areas on both deciduous and evergreen species were noted. Injury occurred on some species at distances of 60 feet from the highway. Average injury ratings of those Species observed are presented in Table 4, on page 50. 49 Table 3. Average salt spray injury ratings of evergreens observed on M-78--March 1973. v— a Species Average Injury Rating Juniperus spp. 2.5 Picea abies 1.5 Picea glauca 1.5 Picea pungens 1.0 Pinus banksiana 4.0 Pinus nigra 1.0 Pinus resinosa 2.5 Pinus strobus 4.0 Pinus sylvestris 1.5 Pseudotsuga taxifolia 2.0 Taxus spp. 1.0 Table 4. Average salt spray injury ratings of plants observed on I-496--April 1972 and April 1973. Species Average Injury Rating Acer ginnala Acer platanoides Acer rubrum Acer saccharinum Acer saccharum Cornus stolonifera Crateagus crus-galli Crataegus oxyacantha Euonymus alatus Gleditsia triacanthos Ligustrum spp. Malus spp. Pinus nigra Pinus strobus Pinus sylvestris Populus deltoides Pseudotsuga taxifolia Quercus coccinea Quercus palustris Rhamnus spp. Rhodotypos scandens Salix spp. Spiraea vanhouttei Thuja occidentalis Ulmis pumila Viburnum dentatum 1.0 3.5 2.5 2.0 1.0 3.0 1.0 3.5 1.0 3.0 51 Michigan Arboretum Survey Injury to many deciduous and evergreen species was noted. Injury was very severe on certain species. Many deciduous trees exhibited severe "tufting" of the branches and many evergreen species exhibited browning of the needles. Injury occurred on trees as far as 250 feet from the highway. Average injury ratings for the species observed are presented in Table 5, on the following page. cccccc Microprobe snaiysiS'ofWhite and'Austrianu ‘Pine‘Needle'SurTaces Representative relative X-ray intensities for sodium and chlorine of white and Austrian pine needle surfaces from high- way and non-highway trees indicate that there is a greater amount of sodium and chlorine on the surface of both white and Austrian pine needles from highway trees (Figures 5 and 6). The X-ray graphs indicate further that the sodium and chlorine on the surface of the Austrian pine needles from the highway area is more evenly distributed along the needle than the sodium and chlorine on the surface of the white pine needle from the highway area. Most of the sodium and chlorine on the white pine needle was concentrated on the upper (tip) one- third of the needle. Table 5. Average de-icing salt Spray injury ratings of plants at the Michigan Arboretum--l972 and 1973. Y‘ Species Average Injury Rating Acer saccharum Acer saccharum nigrum Acer rubrum Aesculus glabra Amelanchier canadensis Cercis canadensis Cornus racemosa Hamamelis virginiana Ilex verticillata Larix laricina Liriodendron tulipifera Morus rubra Nyssa sylvatica Picea canadensis Picea mariana Pinus banksiana Pinus nigra Pinus resinosa Pinus strobus Platanus occidentalis Prunus americana Quercus alba Quercus bicolor Quercus coccinea Quercus imbricaria Quercus macrocarpa Quercus palustris Quercus prinus 3.0 3.5 4.5 4.0 3.5 1.5 4.0 3.5 4.0 Continued Table 5—-Continued ___._— Species 53 T Average Injury Rating Quercus rubra Quercus velutina Rhus glabra Rhus typhina Salix nigra Sassafras variifolium Viburnum americanum Viburnum lentago 54 CAMPUS SODIUM --- - CHLORINE J"\d"s- \‘ Ieletive IMenelty HIGHWAY > ’ :3 I g l E : I .- "- " ‘2 Relative Ieteeeny ______,77 (I ‘~‘ --------‘ k [e 2.... .I Figure 5. Representative relative X-ray intensities of sodium and chlorine on white pine needle surfaces. (Background equals 1.5 counts/sec. for C1" and 1.6 counts/sec. for Na+.) Vertical hash marks indicate divisions between needle sections. 55 ‘-- CAMPUS SODIUM ---- CHLORINE '- /\ “ 2400 p Dietence 3.2.2... .23.... sodium and chlorine on Austrian pine needle sur- Representative relative X-ray intensities of HIGHWAY Figure 6. 3.2.2... 3:2... Vertical hash (Background equals 2.5 counts/sec. for marks indicate divisions between needle sections. Cl' and 1.9 counts/sec. for Na+.) faces. 56 Microprobe Analysis of White and Austrian Pine Needle Cross Sections " Representative x-ray intensities for sodium and chlorine of white and Austrian pine needle cross sections indicate that the needle sections from the highway side of both Austrian and white pine contain more sodium and chlorine than do sec- tions of needles from the non-highway side of the same trees or needles from the campus trees (Figures 7 and 8). There is a slight increase in x-ray intensity of sodium and chlorine in non-highway needle sections as compared to campus needle sec- tions. When the intensities of the highway side sections of Austrian pine are compared with those of white pine (Figures 7 and 8), at least as much sodium and chlorine is observed in the Austrian pine sections as in the white pine sections. 57 CAMPUS — SODIUM .. _ ---- CHLORINE '3 5 IO counte E - e .2 E . )— K NON-HIGHWAY I _ Relative Intensity I HIGHWAY n I \ “ A (- f ‘.I’I ' \ I‘\ I ‘f\ ./ ‘ ’ \ I ‘V ’ V‘ ' \ 0,: I ‘u’ ‘ ’ | A 7. {A [I \,I . J 5 i ‘v i / E - [I \J“ 5 .. f f e- I‘ o __ I ~’ ‘6 K It 200 ,. aI Distance Figure 7. Representative relative X-ray intensities of sodium and chlorine in white pine needle cross sections (Background equals 1.8 counts/sec. for C1’ and 1.8 counts/sec. for Na+). 58 CAMPUS I SODIUM ---- CHLORINE IO counts Relative Intensity NON-HIGHWAY F 3‘ a; - c 2 5 . - .2 E . b C HIGHWAY . I‘ q I’ ”I I ’\ "ti Hi "\ ‘JI I I v \H I t 3: I- ‘ I II VI I \ 3 , I t; | I t l‘ \ c 3‘ I I; ‘\./ t / 2 l (j ‘J I I .5 I 5 ‘ I I- A ’_’ -1 5 ’-’L/ 3 O ’ 3 b " \\” I I‘— 200 p ’l Distance Figure 8. Representative relative X-ray intensities of sodium and chlorine in Austrian pine needle cross sections. (Background equals 1.7 counts/sec. for C1. and 1.3 counts/sec. for Na ). SUMMARY AND CONCLUSIONS Symptoms of salt spray injury were observed on both deciduous and evergreen species growing along highways in the Lansing-East Lansing area and at the Michigan Arboretum in Dearborn, Michigan. Symptoms of salt spray injury on ever— green species were observed to be 1) browning of the needles from the tip to the base, 2) injury evident on the highway side of the plant only, 3) plant portions above or beyond the spray or drift zone were uninjured, and 4) symptoms were less severe further from the road. Symptoms of salt spray injury on deciduous species were observed to be 1) tufting of the branches due to death of the apical bud, 2) lack of flowering on the highway side of the plant, 3) plant portions above or beyond the spray or drift zone were uninjured, 4) symptoms were less severe further from the road. Injury was observed on plants at distances as far as 250 feet from the highway and to a vertical distance of up to 20 feet. Wind seemed to be a factor in carrying the spray drift to greater distances. Also the type of vehicle and speed of the vehicle were observed to be factors in determining the extent of the spray drift. Average salt spray injury ratings and tolerances of all plants observed along Michigan highways are listed in Table 6. 59 60 Table 6. Average salt spray injury ratings and tolerances of plants bordering selected Michigan highways. Botanical Name Common.Name Average Injury Rating Tolerance* Acer campestre Acer ginnala Acer platanoides Acer rubrum Acer saccharinum Acer saccharum Acer saccharum nigrum Aesculus glabra Amelanchier canadensis Cercis canadensis Cornus racemosa Cornus stolonifera Crataegus crusgalli Crataegus monogyna Crataegus oxyacantha Elaeagnus angustifolia Euonymus alata Euonymus europaeus Fraxinus pensylvanica lanceolata Gleditsia triacanthos Hamamelis virginiana Ilex verticillata Juniperus Spp. Larix laricina * VT=very tolerant; T=tolerant, MT=moderately tolerant; Hedge maple Amur maple Norway maple Red maple Silver maple Sugar maple Black maple Ohio buckeye Juneberry Redbud Gray dogwood Redosier dogwood Cockspur hawthorn Singleseed hawthorn English hawthorn Russian olive Winged euonymus European euonymus Green Ash Common honeylocust Common witch-hazel Michigan holly Juniper Tamarack S=sensitive, and VS=very sensitive. 2.0 3.0 2.0 2.5 2.0 3.5 3.0 1.0 2.0 4.0 2.5 3.0 2.0 2.5 3.5 1.5 1.0 4.0 1.5 T MT T MT T S MT VT T S MT MT T MT S. T VT S T MT MT T MT T Continued Table 6--Continued 61 Botanical Name Ligustrum spp. Liriodendron tulipifera Malus Morus Nyssa Picea Picea Picea Picea Pinus Pinus Pinus Pinus Pinus spp. rubra syvatica abies glauca mariana pungens banksiana nigra resinosa strobus sylvestris Platanus occidentalis Populus deltoides Prunus americana Pseudotsuga taxifolia Quercus alba Quercus bicolor Quercus Quercus Quercus Quercus Quercus Quercus coccinea imbricaria palustris prinus robur rubra Quercus velutina Common Name Privet Tulip tree Crabapple Red mulberry Black gum Norway spruce White spruce Black spruce Colorado spruce Jack pine Austrian pine Red pine Eastern white pine Scotch pine. American sycamore Cottonwood American plum Douglas fir White oak Swamp white oak Scarlet oak Shingle oak Pin oak Chestnut oak English oak Red oak Yellow oak Average Injury Rating Tolerance 3.0 h o :5 OJ :5 lb (.0 l-‘ w uh u N w l-' O) N :5 N H w H (.0 N H b) H th- e O U! 0 O 0 U1 U! 0 U1 0 U1 U1 0" O 0 L11 ()1 O 0 U1 01 UI O 01 0 MT 8 S T MT T MT 3 ha 3 <3 m a as rammmamramr-am m a)!» z a S Continued Table 6--Continued 62 ,— Average Injury Botanical Name Common Name Rating Tolerance Rhamnus spp. Buckthorn 2.0 T Rhodotypos scandens Black jetbead 1.0 VT Rhus glabra Smooth sumac 1.5 T Rhus typhina Staghorn sumac 1.5 T Salix spp. Willow 2.5 MT Sassafras variifolium Silky sassafras 3.5 S Spiraea vanhouttei Van houtte Spirea 1.0 VT Taxus spp. Yew 1.0 VT Thuja occidentalis American arborvitae 4.0 S Ulmus pumila Siberian elm 1.0 VT Viburnum americanum American cranberry 1.5 T bush Viburnum dentatum Arrow wood 3.0 MT Viburnam lentago Nannyberry 2.5 MT 63 Tolerance ratings were based on average injury ratings. Injury ratings were averaged over time, location, and distance from the edge of the highway. The plants observed to be most tolerant to salt spray were those with heavy coatings of wax on the foliage, stems, or buds (Pings nigns, Aesculus glabra, Pngs glabra, Fraxinus pensylvanica lanceolata, and Pigss_pungens). Those plants with pubescent coatings on the stems, buds, or foliage were also observed to be very tolerant (Amelanchier canadensis, Pngs typhina, and Elaeagnus angustifolia). .Other character- istics observed to be factors in salt spray tolerance were submerged buds (EEEEE laricina) and persistence of the foliage (Quercus imbricaria). Those plants that were observed to be sensitive to salt spray had exposed buds without a thick waxy coating. Some of these sensitive species were very fine textured and thus had a high surface to volume ratio (Pings strobus). Results of the microprobe analysis indicate that the sodium and chlorine on the surface of the Austrian pine needles was more evenly distributed than the sodium and chlorine on the surface of the white pine needle. This may be due in part to the coalescence of the white pine needles upon becoming wet. Results of micrOprobe analySis of cross sections indicate that the tolerance of Austrian pine is not due to its ability to exclude sodium or chlorine from the interior of the needle. The contents of sodium or chlorine in the Austrian pine needle 64 sections were just as great as those of the white pine needle sections. Hofstra and Hall (44) found similar injury symptoms at similar sodium and chlorine needle levels and hypothesized that resistance was due to the fact that resistant Species accumulated less salt. White pine exhibited severe injury symptoms whereas Austrian pine exhibited no injury symptoms. The tolerance of Austrian pine to de-icing salt spray may stem from two sources: (a) the ability of Austrian pine needle cells to tolerate high concentrations of sodium and chlorine or (b) the ability of the Austrian pine needle to restrict water loss resulting from the osmotic action of high salt concentrations on the needle surface. Buschbom (20) found the degree of resistance of the protoplasts to be more important than constitutional resistance and thought it to be the governing factor in lethal effects. In further work Buschbom (20) noted interSpecific differences in the proto- plasmic resistance of broadleaved woody species. This resist- ance was lowest at spring flush when most salt injury symptoms appear. Several researchers have determined the cause of salt spray injury to be an osmotic effect rather than a specific ion effect (56, 87, 93). Oosting (65) observed that plants with heavily cutinized leaves showed no salt injury symptoms. 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Movement of chlorine within plants. Plant Physiol. 33:1-7. Wyman, D. E.- 1971. Shrubs and Vines for American 'Gardens. The Macmillan Co., New York. Zelazny, L. W. 1968. Salt tolerance of roadside vege- tation. Proc. Symp: Pollutants in the roadside en- vironment. Pp. 50-56. Zelazny, L. W., and R. E. Blaser. 1969. Effects of de- icing salts on roadside soils and vegetation. Hwy. Res. Rec. Wash. No. 335:9-12. APPENDIX SALT TOLERANCES OF VARIOUS woony AND HERBACEOUS PLANTS The following is a list of the salt tolerances of various woody and herbaceous plant species compiled from a review of the available literature on salt tolerance. Salt tolerance is divided into three categories:' 1) General salt tolerance--tolerance to both soil salts and salt spray. 2) Soil salt tolerance--salt tolerance as determined by application of salts directly to the soil or by observ- ations of salt damage in areas where soil salts but not salt spray were a factor. 3) Salt Spray tolerance--salt tolerance as determined by application of salts directly to the foliage or by observations of salt damage in areas where soil salts were not a factor. The salt tolerances of the various species were rated as follows: VT--very tolerant T--tolerant MT--moderately tolerant S--sensitive VS--very sensitive Ratings were based on injury symptoms and varied slightly with the researcher. This table is designed to indicate relative salt toler- ances and is not based on any specific levels of salt either in the soil or on the foliage. It can be used primarily as a guide when selecting plants for areas where salt is a factor. 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Salt tolerance and protoplasmic salt hardiness of various woody and herbaceous ornamental plants. Plant Phys. 36:478-82. .‘ 1970.. Salt injury to roadside plantings studied. Shade Tree 1970. Vol. 43:112. Sauer, G. 1967. On damages by de-icing salts to plantings along the federal highways. News Journal of the German Plant Protective Service. l9(6):81-87. (Digest translation by D. A. Strassenmeyer.) Shortle, W. C. and A. E. Rich. 1970. Relative NaCl tol- erance of common roadside trees in southeast New Hampshire. Plnt. Dis. Rptr. Vol. 54, No. 5:360-2. May. Zelazny, L. W. 1968. Salt tolerance of roadside vegeta- tion. Proc. Symp: Pollutants in the roadside environ- ment. Pp. 50-56. HICHIGQN STQTE UNIV. LIBRQRIES mm | U “H“! |||1||||l lllllll l|¥||||l||| H“ H 1293 04224641