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1 1. Report No. TX-00/ Government Accession No. 4. Title and Subtitle THE 1995 PERFORMANCE RESULTS FOR SLOPE PROTECTION PRODUCTS, HYDRAULIC MULCHES, AND FLEXIBLE CHANNEL LINERS Technical Report Documentation Page 3. Recipient's Catalog No. 5. Report Date November 1999 Resubmitted: January Perfonning Organization Code 7. Author(s) Harlow C. Landphair and Jett A. McFalls 9. Perfonning Organization Name and Address Texas Transportation Institute The Texas A&M University System College Station, Texas Sponsoring Agency Name and Address Texas Department of Transportation Research and Technology Transfer Section P. O. Box 5080 Austin Texas Perfonning Organization Report No. Report Work Unit No. (TRAIS) 11. Contract or Grant No. Project No Type of Report and Period Covered Research: January1998-December Sponsoring Agency Code 15. Supplementary Notes Research performed in cooperation with the Texas Department of Transportation. Research Project Title: Roadside Development and Management Field Laboratory: Erosion Control Material Testing 16. Abstract Storm water management issues facing the Texas Department of Transportation (TxDOT) in the late 1980s led to the development of a coordinated research program. The researchers developed methodologies for evaluating the field performance of the department's most pressing needs; the Hydraulics and Erosion Control Laboratory was designed and constructed. The objectives of the erosion control research are to determine the effectiveness of erosion control products on various application areas typically located in the highway environment, such as slopes and channels. The researchers collected data about the effectiveness or field performance characteristics during one growing season (March-November) and statistically analyzed the data. Product effectiveness data include vegetative density coverage and sediment loss measurements based upon soil type and slope condition. Results for the current year support the TxDOT's Standard Specifications for Soil Retention Blankets (Erosion-Control Blankets and Channel Liners) and Hydraulic Mulches with an Annual List of Approved Materials. 17. KeyWords Erosion Control, Storm Water Management, Temporary Erosion Control, Slope Stabilization, Roadside Management, Erosion Control Product Field Performance, Roadside Environmental Concerns 19. Security Classif.(of this report) Unclassified 1 Form DOT F (8-72) 20. Security Classif.(ofthis page) Unclassified Reproduction of completed page authorized 18. Distribution Statement No restrictions. This document is available to the public through NTIS: National Technical Information Service 5285 Port Royal Road Springfield, Virginia No. of Pages 38 I. 22. Price
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3 THE 1995 PERFORMANCE RESULTS FOR SLOPE PROTECTION PRODUCTS, HYDRAULIC MULCHES, AND FLEXIBLE CHANNEL LINERS by Harlow C. Landphair Research Scientist Texas Transportation Institute and Jett A. McFalls Associate Transportation Researcher Texas Transportation Institute Report Project Number Research Project Title: Roadside Development and Management Field Laboratory: Erosion Control Material Testing Sponsored by the Texas Department of Transportation November 1999 Resubmitted: January 2000 TEXAS TRANSPORTATION INSTITUTE The Texas A&M University System College Station, Texas
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5 DISCLAIMER The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official view or policies of the Texas Department of Transportation. This report does not constitute a standard, specification, or regulation. The United States government and the state of Texas do not endorse products or manufacturers. Trade or manufacturer's names appear herein solely because they are considered essential to the object of this report. v
6 ACKNOWLEDGMENTS The authors would like to thank Mr. Paul Northcutt and the Texas Department of Transportation for their help in the preparation of this report and the final field performances. vi
7 TABLE OF CONTENTS List of Figures... viii List of Tables... ix INTRODUCTION... 1 vii
8 Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Figure 12 Figure 13 Figure 14 Figure 15 Figure 16 Figure 17 Figure 18 LIST OF FIGURES 1:2 Clay Sediment Loss Results :2 Clay Vegetative Density Results :2 Sand Sediment Loss Results :2 Sand Vegetation Density Results :3 Clay Sediment Loss Results :3 Clay Vegetation Density Results :3 Sand Sediment Loss Results :3 Sand Vegetation Density Results :3 Sand Final Vegetative Density :3 Clay Final Vegetative Density Pascal Flows Average Sediment Loss Results Pascal Flows Final Vegetative Density Results Pascal Flows Average Sediment Loss Results Pascal Flows Final Vegetative Density Results Pascal Flows Average Sediment Loss Results Pascal Flows Final Vegetation Density Results Pascal Flows Average Sediment Loss Results Pascal Flows Final Vegetation Density Results viii
9 LIST OF TABLES Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Table 7 Table 8 Table 9 Table 10 Table 11 Table 12 Table 13 Table 14 Table 15 Table 16 Table 17 Table 18 1:2 Clay Product Performance 1998 Evaluation Cycle Only :2 Sand Product Performance 1998 Evaluation Cycle Only :3 Clay Product Performance 1998 Evaluation Cycle Only :3 Sand Product Performance 1998 Evaluation Cycle Only... 8 Mulch Results Final Vegetation Density Product Performance 1998 Evaluation Cycle Only Product Performance 1998 Evaluation Cycle Only Product Performance 1998 Evaluation Cycle Only Product Performance 1998 Evaluation Cycle Only Minimum Performance Standards Riverside Campus Weather Data March Riverside Campus Weather Data April Riverside Campus Weather Data May Riverside Campus Weather Data June Riverside Campus Weather Data July Riverside Campus Weather Data August Riverside Campus Weather Data September Riverside Campus Weather Data October ix
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11 INTRODUCTION Since 1991, an annual evaluation of erosion control products has been conducted at the Hydraulics and Erosion Control Field Laboratory. Data on two specific field performance characteristics of vegetation surface coverage and sediment loss are collected and analyzed. TxDOT uses the data to develop the Approved Products List and to develop standard installation detail sheets as construction document inserts. The Approved Product List is revised. For further details on the facility and test procedures, see "Procedures and Evaluation Criteria for Erosion-Control Blankets, Flexible Channel Lining Materials", and "Hydraulically-Applied Mulch Products," published by the Texas Transportation Institute, March
12 Table 1. 1:2 Clay Product Performance 1998 Evaluation Cycle Only. No..1'UUllC Year Slope Soil Sediment Loss Vegetation Den (cm) (%) 1 IFuterra :2 Clay Formula 480 Liquid Clay North American Green S150 BN Pennzsuppress EcoAegis K-Mat IEnviroGuard Plus
13 Sediment Loss* EnviroGuard Plus J!} c (I) E EcoAegis '\U e North American Green 8150 BN... Futerra o kilograms per 10 square meters Figure 1. 1:2 Clay Sediment Loss Results. Vegetation Density** EnviroGuard Plus J!} ~ EcoAegis... E ns e North American Green 8150 BN.. Futerra average percent of vegetative cover at the final measurement round Figure 2. 1:2 Clay Vegetative Density Results. *maximum allowable sediment loss = 0.34 **minimum vegetative density required = 80% 3
14 Table 2. 1:2 Sand Product Performance 1998 Evaluation Cycle Only. No. Product Name Year Slope Soil Sediment Loss Vegetation Density (em) (%) 1 Landlok TRM :2 Sand Futerra BonTerra ENCS ECS High Velocity Straw Mat North American Green S150 BN Formula 480 Liquid Clay North American Green S EnviroGuard Plus K-Mat IEcoAegis
15 Sediment Loss* K-Mat.l!l c: (J) E 1G... ~ North American Green 875 North American Green 8150 BN BonTerra ENCS2 Landlok TRM 435 o kilograms per 10 square meters Figure 3. 1:2 Sand Sediment Loss Results. Vegetation Density** K-Mat.l!l North American Green 875 c: (J) E 1G North American Green 8150 BN ~ BonTerra ENC82 Landlok TRM 435 o average percent of vegetative cover at the final! measurement round Figure 4. 1:2 Sand Vegetation Density Results. *maximum allowable sediment loss = **minimum vegetative density required = 70% 5
16 Table 3. 1:3 Clay Product Performance 1998 Evaluation Cycle Only. ~ No. Product N arne Year Slope Soil Sediment Loss "\1, +n+ion D (cm) (%) 1 Futerra :3 Clay North American Green S75 BN K-Mat EnviroGuard Plus
17 Sediment Loss* EnviroGuard Plus.!!l ~ ~M~ E.. e North American Green 575 BN... Futerra kilograms per 10 square meters Figure 5. 1:3 Clay Sediment Loss Results. Vegetation Density** EnviroGuard Plus.!!l ~ K-Mat... E e North American Green 575 BN... Futerra o average percent of vegetative cover at the final measurement round Figure 6. 1:3 Clay Vegetation Density Results. *maximum allowable sediment loss == 0.34 **minimum vegetative density required == 80% 7
18 Table 4. 1:3 Sand Product Performance 1998 Evaluation Cycle Only. No. Product Name Year Slope Soil Sediment Loss Vegetation Density (cm) (%) 1 futerra :3 Sand ~orth American Green S75 BN EcoAegis IEnviroGuard Plus K-Mat
19 Sediment Loss* K-Mat EnviroGuard Plus EcoAegis North American Green 875 BN Futerra kilograms per 10 square meters 12.5 Figure 7. 1:3 Sand Sediment Loss Results. Vegetation Density** K-Mat ~ c G) E... 1'1:1... e EnviroGuard Plus EcoAegis North American Green S75 BN Futerra o average percent of vegetative cover at the final measurement round 80 Figure 8. 1:3 Sand Vegetation Density Results. *maximum allowable sediment loss = **minimum vegetative density required = 70% 9
20 Table 5. Mulch Results Final Vegetation Density. No. Product Name Year Slope Soil Vegetation (%) 1 Evercyc1e Hydro-Mulch :3 Clay Lay-Low Mulch Pennzsuppress No. Product Name Year Slope Soil Vegetation Density 1 Pennzsuppress :3 Sand Lay-Low Mulch Evercyc1e Hydro-Mulch
21 Final Vegetative Density - 1:3 Sand* Evercycle Hydro Mulch Lay-Low Mulch Pennzsuppress o average percent of vegetatitive cover at the final measurement round Figure 9. 1:3 Sand Final Vegetative Density. Final Vegetative Density - 1:3 Clay** Pennzsuppress.l!l c (I).5 Lay-Low Mulch III f!!... Evercycle Hydro- Mulch average percent of vegetative cover at the final measurement round Figure 10. 1:3 Clay Final Vegetative Density. *rninimum vegetative density required = 60% **rninimum vegetative density required = 70% 11
22 Table 6. Product Performance 1998 Evaluation Cycle Only. 'r",.1. No. Product N arne Average Sediment Loss Final Vegetative Density i~j'"'~'"' (em) (%) ~onterra CP North American Green P Grass Mat ECS High Velocity Straw Mat Landlok TRM Greenstreak PEC-MAT Passed in BonTerra EcoNet ENC Curlex Channel Enforcer IT Permamat 150F Shear Stress Range 0-96 Pascal Flows (0-2Ibs/sq ft) 12
23 Average Sediment Loss Curlex Channel Enforcer II Landlok TRM 435 Grass Mat BonTerra CP2 o average soil movement in centimeters Figure Pascal Flows Average Sediment Loss Results. Final Vegetative Density Permamat 150F Curlex Channel Enforcer II.l!l c: Q) E +' CG 2! +' BonTerra EcoNet ENC2 Landlok TRM 435 ECS High Velocity Straw Mat Grass Mat North American Green P350 BonTerra CP2 o percent vegetative cover achieved by final measurement round Figure Pascal Flows Final Vegetative Density Results. *maximum allowable sediment loss = 1.15 **minimum vegetative density required = 70% 13
24 Table 7. Product Performance 1998 Evaluation Cycle Only. Cycle No. Product Name Average Sediment Loss Final Vegetative Density (cm) (%) inorth American Green P BonTerra CP IEcs High Velocity Straw Mat lbonterra EcoNet ENC Curlex Channel Enforcer II ILandlok TRM Permamat 150F Grass Mat Shear Stress Range Pascal Flows (0-4lbs / sq ft) 14
25 Average Sediment Loss* J!l c \I) E... 1"11 f Permamat 150F Curlex Channel Enforcer II... ECS High Velocity Straw Mat North American Green P350 o average soil movement in centimeters Figure Pascal Flows Average Sediment Loss Results. Final Vegetative Oensity** Grass Mat Permamat 150F Landlok TRM 435 Curlex Channel Enforcer II BonTerra EcoNet ENC2 ECS High Velocity Straw Mat BonTerra CP2 North American Green P350 o percent vegetative cover achieved by final measurement round Figure Pascal Flows Final Vegetative Density Results. *maximum allowable sediment loss = 1.00 **minimum vegetative density requited = 70% 15
26 Table 8. Product Performance 1998 Evaluation Cycle Only. Cycle No. Product Name Average Sediment Loss Final Vegetative Density (cm) (%) lbonterra CP North American Green P Landlok TRM Permamat 150F Curlex Channel Enforcer n Greenstreak PEC-MAT Passed in 1995 Shear Stress Range Pascal Flows (0-6 lbs / sq ft) 16
27 Average Sediment Loss* Curlex Channel Enforcer".2! Permamat 150F c: (I).5 Landlok TRM 435 I'G ~ North American Green P350 BonTerra CP2 o average soil movement in centimeters Figure Pascal Flows Average Sediment Loss Results. Final Vegetation Density** Curlex Channel Enforcer II ~ P~mam~1WF C1) E Landlok TRM j North American Green P350 BonTerra CP2 o percent vegetative cover achieved by final measurement round Figure Pascal Flows Final Vegetation Density Results. *maximum allowable sediment loss = 1.00 **minimum vegetative density required = 70% 17
28 Table 9. Product Performance 1998 Evaluation Cycle Only. Cycle No. Product N arne Average Sediment Loss Final Vegetative D~ (cm) (%) ~andlok TRM !North American Green P Permarnat 150F lbonterra CP Greenstreak PEC-MAT Curlex Channel Enforcer II Shear Stress Range Pascal Flows (0-8lbs / sq ft) 18
29 Average Sediment Loss*! c CD.. E m.. e Greenstreak PEC-MAT Permamat 150F Landlok TRM 435 o average soil movement in centimeters Figure Pascal Flows Average Sediment Loss Results. Final Vegetation Density**! Greenstreak PEC-MAT c CD E "la Permamat 150F.. e Landlok TRM 435 o percent vegetative cover achieved by final measurement round Figure Pascal Flows Final Vegetation Density Results. *maximum allowable sediment loss = 0.80 **minimum vegetative density required = 70% 19
30 Table 10. Minimum Performance Standards. Specification Class Type Site Conditions Maximum Minimum Pay Item Sediment Loss Vegetation Density (cm) A Slopes 1:3 or Flatter - Clay Soil % "Soil "Slope B Slopes 1:3 or Flatter - Sand Soil % Retention Protection" C Slopes Steeper than 1:3 - Clay Soil % Blanket" D Slopes Steeper than 1:3 - Sand Soil % E Shear Stress Range 0-96 Pa % "Soil "Flexible F Shear Stress Range Pa % Retention Channel G Shear Stress Range Pa % Blanket" Liner" H Shear Stress Range Pa % N/A Clay or Tight Soil N/A 70% Seeding "Cellulose N/A Sand or Loose Soil N/A 60% for Erosion Fiber Control" Mulch" In order for a soil retention blanket or cellulose fiber mulch to be placed upon TxDOT's official Approved Product List (APL) and be eligible for use within TxDOT's construction and/or maintenance activities, the product must meet or exceed the above performance standards through formal testing at the TxDOTITTI Hydraulics and Erosion Control Laboratory located on the Riverside Campus of-texas A&M University, College Station, Texas. TxDOT reserves the right to revise any of the above performance standards based upon a statistical review of the performance data, as received from a completed evaluation cycle at the TxDOTITTI Hydraulics and Erosion Control Laboratory. Complete product performance data and TxDOT's current Approved Product List (APL) may be viewed on TxDOT's Internet home page by pointing your browser to clicking on the "Business" button, then clicking on "Material Information," then clicking on "Field Performance of Erosion Control Products." Printed copies of the latest final performance report and the APL are also available through Mr. Paul Northcutt, Texas Department of Transportation, Maintenance Division, 125 E. 11th Street, Austin, TX ; telephone (512) , fax (512) , pnorth@dot.state.tx.us. 20
31 Table 11. Riverside Campus Weather Data March te day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 3/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ /21/ /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ /31/ TOTAL 2.08 inches 21
32 Table 12. Riverside Campus Weather Data April date day hi temp Low hi humid low hi wind rain rad rate rad flux temp humid 4/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ / /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ / /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ Apr-98. TOTAL 2.57 inches 22
33 Table 13. Riverside Campus Weather Data May 1998.,.:1,,1-0 day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 5/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ /21/ /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ /31/ May-98. TOTAL 0.08 inches 23
34 Table 14. Riverside Campus Weather Data June date day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 6/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ /21/ /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ Jun-98. TOTAL 0.53 inches 24
35 Table 15. Riverside Campus Weather Data July day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 711/ / /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /12/ / /14/ /15/ /16/ /17/ /18/ /19/ /20/ / / / / /26/ / / / /30/ /31/ Jul-98. TOTAL 0.75 inches 25
36 Table 16. Riverside Campus Weather Data August date day hi temp low temp hi humid low hi wind rain HlU humid 8/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ /21/ /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ /31/ Aug-98. TOTAL 2.45 inches 26
37 Table 17. Riverside Campus Weather Data September date day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 9/1/ /2/ /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ ,42 9/13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ /21/ /22/ /23/ /24/ /25/ /26/ /27/ /28/ /29/ /30/ fSeP:9s TOTAL 2,45 inches 27
38 Table 18. Riverside Campus Weather Data October date day hi temp low temp hi humid low hi wind rain rad rate rad flux humid 10/ / /3/ /4/ /5/ /6/ /7/ /8/ /9/ /10/ /11/ /12/ /13/ /14/ /15/ /16/ /17/ /18/ /19/ /20/ / /23/ / /25/ /26/ / / / /30/ /31/ Oct-98. RAINFALL 7.07 inches TOTAL 28
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