12
Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb Chad Lipscomb Phone: 970-631-8366 Phone: 970-631-8366 Fax: 303-848-8649 Fax: 303-848-8649 E-mail: [email protected] E-mail: [email protected] NTPEP / Log Number: RECP (09-04) - 14 Product Identification: Description: Netting: Matrix/Fill: 100% Synthetic Stitching: 8.99 oz/sq.yd. 25.2 lb/in @ % 24.7 19.7 lb/in @ % 40.1 302 mils 77.3 %/% 22.7 0.913 g/cm3 Soil Loss Ratio* = 4.93 Soil Loss Ratio* = 5.88 Soil Loss Ratio* = 7.02 Shear: 1.68 psf for 30 min. Soil Loss = 225.0 g Shear: 2.38 psf for 30 min. Soil Loss = 528.3 g Shear: 3.42 psf for 30 min. Soil Loss = 1680.0 g 2.27 psf @ ½-in soil loss = 316% Plant Contact: 100% UV inhibited synthetic @ 2.0 in. transverse stitch spacing Corporate Contact: City/State/Zip: City/State/Zip: Excel PP5-8 Manufacturer: Plant Name: Corporate Address: Plant Address: (increased biomass) 100 mm (4 in.) / hr for 30 min. Soil loss curve intercept = Top soil; Fescue (Kentucky 31); 21 day incubation; 27±2° & approximately 45±5% RH ASTM D 792 – Specific Gravity - Net Only ASTM D 6567 - Ground Cover / Light Penetration ASTM D 6818 – Ultimate Tensile Strength / Strain - MD * Soil Loss Ratio = Soil Loss Bare Soil / Soil Loss with RECP = 1 / C-Factor (Note: soil loss is based on regression analysis) 50 mm (2 in.) / hr for 30 min. ECTC Method 3 - Determination of Unvegetated RECP Ability to Protect Soil from Hydraulically-Induced Shear Stresses Under Bench-Scale Conditions ECTC Draft Method 4 - Determination of Temporary Degradable RECP Performance in Encouraging Seed Germination and Plant Growth ECTC Method 2 - Determination of Unvegetated RECP Ability to Protect Soil From Rain Splash and Associated Runoff Under Bench-Scale Conditions 150 mm (6 in.) / hr for 30 min. % Improvement Test Results Test Result ASTM D 6566 - Mass per Unit Area Test Method - Description Index Test Index Test Parameters Index Test Index Test - TD ASTM D 6525 – Thickness AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report Synthetic top & bottom nets each with 0.75 inch square openings Double-netted synthetic permanent turf reinforcement mat Index Test 9063 Bee Caves Road / Austin, TX 78733 / 512-263-2101 / FAX 263-2558 / 800-880-TEST

AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

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Page 1: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Western Excelsior Western Excelsior

901 Grand Ave P.O. Box 270308

Mancos, CO 81328 Fort Collins, CO 80527

Chad Lipscomb Chad Lipscomb

Phone: 970-631-8366 Phone: 970-631-8366

Fax: 303-848-8649 Fax: 303-848-8649

E-mail: [email protected] E-mail: [email protected]

NTPEP / Log Number: RECP (09-04) - 14

Product Identification:

Description:

Netting:

Matrix/Fill: 100% Synthetic

Stitching:

8.99 oz/sq.yd.

25.2 lb/in @ % 24.7

19.7 lb/in @ % 40.1

302 mils

77.3 % / % 22.7

0.913 g/cm3

Soil Loss Ratio* = 4.93

Soil Loss Ratio* = 5.88

Soil Loss Ratio* = 7.02

Shear: 1.68 psf for 30 min. Soil Loss = 225.0 g

Shear: 2.38 psf for 30 min. Soil Loss = 528.3 g

Shear: 3.42 psf for 30 min. Soil Loss = 1680.0 g

2.27 psf @ ½-in soil loss

= 316%

Plant Contact:

100% UV inhibited synthetic @ 2.0 in. transverse

stitch spacing

Corporate Contact:

City/State/Zip:City/State/Zip:

Excel PP5-8

Manufacturer: Plant Name:

Corporate Address: Plant Address:

(increased biomass)

100 mm (4 in.) / hr for 30 min.

Soil loss curve intercept =

Top soil; Fescue (Kentucky 31);

21 day incubation; 27±2° &

approximately 45±5% RH

ASTM D 792 – Specific Gravity - Net Only

ASTM D 6567 - Ground Cover / Light Penetration

ASTM D 6818 – Ultimate Tensile Strength / Strain - MD

* Soil Loss Ratio = Soil Loss Bare Soil / Soil Loss with RECP = 1 / C-Factor (Note: soil loss is based on regression analysis)

50 mm (2 in.) / hr for 30 min.

ECTC Method 3 - Determination of Unvegetated RECP

Ability to Protect Soil from Hydraulically-Induced Shear

Stresses Under Bench-Scale Conditions

ECTC Draft Method 4 - Determination of Temporary

Degradable RECP Performance in Encouraging Seed

Germination and Plant Growth

ECTC Method 2 - Determination of Unvegetated RECP

Ability to Protect Soil From Rain Splash and Associated

Runoff Under Bench-Scale Conditions 150 mm (6 in.) / hr for 30 min.

% Improvement

Test Results

Test ResultASTM D 6566 - Mass per Unit Area

Test Method - Description

Index Test

Index Test

Parameters

Index Test

Index Test

- TD

ASTM D 6525 – Thickness

AASHTO NTPEPRolled Erosion Control Product (RECP)

Test Report

Synthetic top & bottom nets each with 0.75 inch

square openings

Double-netted synthetic permanent turf

reinforcement mat

Index Test

9063 Bee Caves Road / Austin, TX 78733 / 512-263-2101 / FAX 263-2558 / 800-880-TEST

Page 2: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

ROLLED EROSION CONTROL PRODUCT TEST RESULTS

Client: NTPEP

Material: Material: Rolled Erosion Control Product (RECP)

Manufacturer: Western Excelsior

Sample ID: Excel PP5-8

TRI Log #: E2280-29-05

STD.

PARAMETER TEST REPLICATE NUMBER MEAN DEV.

Tensile Properties 1 2 3 4 5 6 7 8 9 10

(ASTM D 6818)

MD - Maximum Load (lb/in) 22.5 26.8 21.6 30.0 25.3 25.2 3.4

TD - Maximum Load (lb/in) 20.8 21.0 19.2 17.9 19.5 19.7 1.2

MD - Elongation @ Max. Load (%) 32.7 26.7 18.0 22.0 24.0 24.7 5.5

TD - Elongation @ Max. Load (%) 41.3 40.0 36.0 38.7 44.7 40.1 3.2

Thickness (ASTM D 6525)

Thickness (mils) 283 253 220 363 261 238 439 250 381 330 302 73

Density/Specific Gravity (ASTM D 792, Method A) - Net Only

Density (g/cm3) 0.913 0.913 0.914 0.913 0.001

Light Penetration (ASTM D 6567)

Baseline Reading 360 360 360 359 358 359 1

Reading with sample 70 94 116 39 89 82 29

% Light Penetration 19.4 26.1 32.2 10.9 24.9 22.7 8.0

% Ground Cover 80.6 73.9 67.8 89.1 75.1 77.3 8.0

Mass/Unit Area (ASTM D 6566)

Mass of 10 x 10 in specimen (g) 13.59 17.94 15.49 16.49 19.05 23.22 21.45 19.35 26.49 23.68

Mass/unit area (oz/sq.yd) 6.21 8.19 7.07 7.53 8.70 10.61 9.80 8.84 12.10 10.82 8.99 1.75

Mass/unit area (g/sq. meter) 211 278 240 256 295 360 332 300 411 367 305 59

MD Machine Direction

TD Machine Direction

The testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply

to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material.

TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI.

Page 3: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

3:1 Slope

50 100 150 50 100 150 50 100 150 50 100 150

CONTROL 61.2 204.2 335.2 29.452 0.017 68.9 161.2 377.2

Excel PP5-8 12.8 32.6 49.3 4.78 6.27 6.80 7.1196 0.0135 14.0 27.4 53.7 4.93 5.88 7.02

C-Factor 0.21 0.16 0.15 0.203 0.170 0.142* soil loss ratio = soil loss of unprotected surface (I.e. control) divided by soil loss with protected surface = 1 / C-Factor

Soil Loss Ratio* Based onRegression

SurfaceCondition

Rain Intensity, mm/hr Rain Intensity, mm/hr Rain Intensity, mm/hr Rain Intensity, mm/hr

Raw Soil Loss Data (g)Soil Loss Ratio* Based on

Raw Data Regression CurveFitting

Erosion Control Product Testing Summary

Calculated Soil Loss Basedon Regression (g)

STANDARD INDEX TEST METHOD FOR the DETERMINATION of UNVEGETATED ROLLED EROSION CONTROL PRODUCT (RECP)ABILITY TO PROTECT SOIL FROM RAIN SPLASH AND ASSOCIATED RUNOFF UNDER BENCH-SCALE CONDITIONS

ASTM D 7101:

RECP Erosion Control Product - Soil Loss vs. Intensity

y = 0.137x1.5679

R20.9926 =

y = 0.1024x1.2395

R20.9953 =

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

400.0

0 20 40 60 80 100 120 140 160

Rainfall Intensity (mm/hr)

So

ilL

os

s(g

)

CONTROL Excel PP5-8 Power (CONTROL ) Power (Excel PP5-8)

RECP Erosion Control Product - Soil Loss vs. Intensity

y = 29.452e0.017x

R2 = 0.9452

y = 7.1196e0.0135x

R2 = 0.953

0.0

50.0

100.0

150.0

200.0

250.0

300.0

350.0

400.0

0 20 40 60 80 100 120 140 160

Rainfall Intensity (mm/hr)

So

ilL

os

s(g

)

CONTROL Excel PP5-8 Expon. (CONTROL ) Expon. (Excel PP5-8)

Page 4: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Client: NTPEP Mass/Area (osy)

Mfr: Western Excelsior 8.99

TRI Log # E2280-29-05

Sample ID: Excel PP5-8

Slope = 3 TO 1

2 in/hr rainfallBuckets weighed and volume measured every 5 min Bucket 1 Bucket 2 Bucket 3Test duration: 30 min Mass Mass Mass

56.91 91.03 62.85

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)1 709 9.63 676 8.65 701 8.03 930 9.26 767 6.37 668 6.09 44512 822 17.33 762 10.06 806 11.66 946 8.64 739 6.84 679 7.23 4754 45673 737 19.63 714 12.32 720 12.58 996 13.10 688 8.66 640 7.60 4495

Average 15.5 10.3 10.8 10.3 7.3 7.0

Time(min)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average 4118

Bucket No. Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) 4424 4266Cumulative 1 9.63 18.28 26.31 35.57 41.94 48.03 4256

soil loss 2 17.33 15.5 27.39 25.9 39.05 36.6 47.69 47.0 54.53 54.3 61.76 61.23 19.63 31.95 44.53 57.63 66.29 73.89

Avg Mass/Area (osy): 8.99

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)1 566 4.17 706 3.26 754 2.84 674 1.83 661 1.55 758 2.10 56.91 360 7.222 782 4.17 746 2.36 797 1.91 668 1.74 656 0.96 778 1.14 91.03 360 11.553 622 3.49 723 2.83 768 1.79 687 1.50 680 1.06 776 0.59 62.85 360 7.97

Average 3.9 2.8 2.2 1.7 1.2 1.3

Time(min)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average Total Average

Bucket No. Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g)Cumulative 1 4.17 7.43 10.27 12.10 13.65 15.75 12.65

soil loss 2 4.17 3.9 6.53 6.8 8.45 8.9 10.19 10.6 11.15 11.8 12.29 13.1 15.79 12.813 3.49 6.32 8.11 9.61 10.67 11.26 9.99

RECP Slope Simulation Test

Soil only

305

RECP over Soil

25

20 25

10 15 20

30

5 10 15 20 25 30

5 10 15Individual

Specimen

Mass (g)

Individual

Specimen

Area (in2)

Individual

Specimen

Mass/Area (osy)

30 Normalized

Control

RECP Protected

5 10 15 20 25 30

Page 5: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Client: NTPEP Mass/Area (osy)

Mfr: Western Excelsior 8.99

TRI Log # E2280-29-05

Sample ID: Excel PP5-8

Slope = 3 TO 1

4 in/hr rainfallBuckets weighed and volume measured every 5 min Bucket 1 Bucket 2 Bucket 3Test duration:30 min Mass Mass Mass

79.86 82.3 72.29

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)1 1507 40.33 1624 34.48 1680 30.49 1645 28.75 1630 24.63 1709 33.11 97952 2081 54.07 2210 35.59 2358 40.70 2290 31.90 2281 36.14 2350 38.38 13570 112313 1581 40.59 1710 40.46 1781 34.40 1752 36.01 1720 29.52 1783 3.09 10327

Average 45.0 36.8 35.2 32.2 30.1 24.9

Time(min)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average 9070

Bucket No. Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) 8996 9319Cumulative 1 40.33 74.81 105.30 134.05 158.68 191.79 9890

soil loss 2 54.07 45.0 89.66 81.8 130.36 117.0 162.26 149.3 198.40 179.4 236.78 204.23 40.59 81.05 115.45 151.46 180.98 184.07

Avg Mass/Area (osy): 8.99

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)1 1352 10.93 1554 5.93 1585 4.41 1555 3.58 1541 3.24 1485 2.74 79.86 360 10.132 1437 2.61 1648 1.72 1551 2.91 1385 3.87 1578 5.71 1398 8.06 82.3 360 10.443 1546 10.08 1715 7.81 1690 5.53 1634 3.76 1711 3.82 1595 2.35 72.29 360 9.17

Average 7.9 5.2 4.3 3.7 4.3 4.4

Time(min)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average Total Average

Bucket No. Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g)Cumulative 1 10.93 16.86 21.27 24.84 28.08 30.82 34.75

soil loss 2 2.61 7.9 4.33 13.0 7.24 17.3 11.12 21.0 16.82 25.3 24.88 29.7 28.91 32.573 10.08 17.89 23.41 27.17 30.99 33.35 34.03

255 30

5 10 15 20 25 30

10 15 20

RECP Slope Simulation Test

Soil only

5 10 15 20

RECP over Soil

Individual

Specimen

Mass (g)

Individual

Specimen

Area (in2)

Individual

Specimen

Mass/Area

(osy)

30 Normalized

Control

RECP Protected

5 10 15 20 25 30

3025

Page 6: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Client: NTPEP Mass/Area (osy)

Mfr: Western Excelsior 8.99

TRI Log # E2280-29-05

Sample ID: Excel PP5-8

Slope = 3 TO 1

6 in/hr rainfallBuckets weighed and volume measured every 5 min Bucket 1 Bucket 2 Bucket 3Test duration: 30 min Mass Mass Mass

50.25 103.79 68.22

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)1 2636 97.99 2577 56.84 2562 32.16 2417 47.91 2448 52.06 2483 46.3 151232 2826 98.84 2771 73.16 2627 29.75 2298 42.84 2399 52.17 2465 47.98 15386 151443 2503 79.18 2580 66.34 2559 55.97 2282 47.41 2443 29.29 2556 49.29 14923

Average 92.0 65.4 39.3 46.1 44.5 47.9

Time(min)

Total Runoff

Volume (ml)

Average Total

Runoff Volume

(ml)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average 12550

Bucket No.Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) 10101 11438Cumulative 1 97.99 154.83 186.99 234.9 286.96 333.26 11664

soil loss 2 98.84 92.0 172 157.5 201.75 196.7 244.59 242.8 296.76 287.3 344.74 335.23 79.18 145.52 201.49 248.9 278.19 327.48

Avg Mass/Area (osy): 8.99

Time(min)

Bucket No.

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)

Runoff

Volume (ml) Mass(g)1 2527 20.35 2103 13.56 2183 13.08 1836 8.06 1994 7.70 1907 5.90 50.25 360 6.382 2288 12.62 2753 5.03 1460 4.11 1127 2.43 1197 2.29 1275 3.20 103.79 360 13.173 2401 21.70 1898 8.98 2025 8.91 1738 6.16 1776 5.50 1825 6.60 68.22 360 8.66

Average 18.2 9.2 8.7 5.6 5.2 5.2

Time(min)Mass Average Mass Average Mass Average Mass Average Mass Average Total Average Total Average

Bucket No.Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g) Soil Loss(g)Cumulative 1 20.35 33.90 46.98 55.04 62.74 68.64 48.70

soil loss 2 12.62 18.2 17.65 27.4 21.76 36.1 24.19 41.7 26.48 46.8 29.68 52.1 43.49 49.303 21.70 30.68 39.59 45.75 51.25 57.85 55.72

RECP Slope Simulation Test

Soil only

305

RECP over Soil

25

20 25

10 15 20

30

5 10 15 20 25 30

5 10 15Individual

Specimen

Mass (g)

Individual

Specimen

Area (in2)

Individual

Specimen

Mass/Area (osy)

30 Normalized

Control

RECP Protected

5 10 15 20 25 30

Page 7: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Shear Stress vs Soil Loss

y = 33.055e1.1521x

R2 = 0.9994

y = 8687.8x1.4551

R2 = 0.9872

0.0

450.0

900.0

1350.0

1800.0

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

Shear Stress (psf)

So

ilL

oss

(g)

Sand only

450 g = 1/2-in soil loss

ASTM D 7207:STANDARD INDEX TEST METHOD FOR the DETERMINATION of UNVEGETATED ROLLED EROSION CONTROL PRODUCT (RECP)

ABILITY TO PROTECT SOIL FROM HYDRAULICALLY-INDUCED SHEAR STRESSES UNDER BENCH-SCALE CONDITIONS

Note: Shear stress ratio = 2.27 / 0.1 = 22.7

Excel PP5-8

Page 8: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

rpm soil loss(g) shear stress(psf)

CLIENT: Western Excelsior 16 728 0.188

TRI Log # E2280-29-05 20 1292 0.256

Sample ID: Excel PP5-8 27 2387 0.42

RECP over soil

Test duration: 30 min RADIUS = 11RPM: 22 SQ FT = 0.4295 slope 7063.41Shear Stress (psf): 1.68 intercept -565.26

R squared 1.00Average Shear = 0 -565.26

Bucket No. Mass(g) prior to test Soil loss(g) Shear = 0.50 2966.441 3895 450 0.14 = 1/2-inch intercept2 3890 225.03 3895

rpm soil loss(g) shear stress(psf)22 225.0 1.68

RECP over soil 27 528.3 2.3835 1680.0 3.42

Test duration: 30 min 3.16 33.06

RPM: 27 449.32 2.27

Shear Stress (psf): 2.38

AverageBucket No. Mass(g) prior to test Soil loss(g)

1 39102 3930 528.33 3910

RECP over soil

Test duration: 30 minRPM: 35Shear Stress (psf): 3.42

AverageBucket No. Mass(g) prior to test Soil loss(g)

1 39102 3920 1680.03 3905

Comments: Buckets weighed under water

2760 11602680 1225

Mass(g) post test Soil loss(g)1255 2655

soil only

3465 445

RECP Channel Simulation Test

Mass(g) post test Soil loss(g)3640 2553725 165

recp

soil only

3480 450

Mass(g) post test Soil loss(g)3220 690

3640 255

Page 9: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Property Units Day Control Excel PP5-8

0 0.00 0.007 0.00 2.5614 3.22 7.4421 4.67 12.110 0.00 0.007 0.00 1.3014 2.22 1.8021 3.25 2.56

Plant Mass

per Areamg per 4 sq.in. 21 8.82 27.90

Property Units Day Control Excel PP5-8

7 - -

14 1 231%

21 1 260%

7 - -14 1 81%

21 1 79%

Plant Mass

per Area

% Improvement vs.

Control21 1 316%

ASTM D 7322:

STANDARD INDEX TEST METHOD FOR the DETERMINATION of

TEMPORARY DEGRADABLE RECP PERFORMANCE IN

ENCOURAGING SEED GERMINATION AND PLANT GROWTH

Germination / Vegetation Growth Summary

Seeds

Germinated

per Area

# per 4 sq.in.

Average

Plant Height

% Improvement vs.

Control

Average

Plant Heightinch

Seeds

Germinated

per Area

% Improvement vs.

Control

Page 10: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Date

Client Top

TRI Log #

Sample ID

Bottom

1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3

12 9 2 0 0 0 0 0 0 18 17 11 1 10 7 2 0 1 20 21 14 8 10 10 5 13 8

1.2 1.4 1.3 1.6 1.7 3 0.7 1.5 1.7 1.2 1 6.2 5.6 4.2 0.9 3.3 3.6 2.2 2.4 1.5

1.4 0.7 1.5 3.7 3.7 1.9 1 1.9 1.6 5 1.2 1.5 2.7 2.4 3.4 3 0.8 2.2

1.9 1.3 0.2 4.4 4 1.8 1.5 2.7 5.2 4.5 3.5 2.9 4.3 2.8 1.3 3

1.7 1.5 5.3 2.2 2.1 2.9 2.6 4.4 1.9 5.1 2.4 4.6 2.6 0.9 1.3 2.6

1.3 1 3 4 4.2 2.3 0.6 4.4 3.9 3.5 0.7 3.3 1.1 0.2 1.9 1.1

1.6 1.3 3.8 4.2 0.7 0.4 0.4 4.5 4.9 3.7 1.4 2.2 2.4 0.8 1.8

1.2 1.3 3.1 3.3 1.2 0.5 0.6 0.5 4.1 3.3 0.9 1.9 1.6 2.9 0.5

1.1 0.9 3.3 3 1.1 1.4 4.7 2.3 3.6 0.3 2.3 1.6 1.9 0.3

1 1.1 3.3 1.1 2.3 1.8 2.4 4.5 1.1 2.7 2.4 2.2

1.3 3.3 3.5 2.9 1.2 4.8 4.8 2.7 3.5 0.7 1.6

1.2 3.6 3.8 3.7 4.7 1.5 5 1.1

1.2 3.8 1.1 6.1 4.4 3.3 2.1

3.6 0.7 4.9 3.9 2.7 0.3

1.3 1.9 4.3 4.7 3.4

3.9 4.6 4.2 3.5

2.9 3.4 4.2 5.1

4.6 2.7 3.3 5.1

2.7 4.8 2.3

5.4 4.5

2 0.4

0.7

1.3 1.2 1.4 3.2 2.9 0.7 1.5 1.3 1.4 1.0 4.2 3.5 3.4 1.6 2.9 2.4 1.8 1.6 1.6

78.5 72.9 37.1 7.0 17.9 14.7 5.6 10.2 7.2

Day 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Temp (27 +/- 2 C)

Humidity (45 +/- 5 % RH)

Light Intensity (900 +/- 100 ft-cd)

Water Added (ml) 500 400 400

Average per square

27.9

Total mass(mg) of plants for sample

251.1

Total mass(mg) of plants in each bucket

2.6 7.4 12.1

Average per square Average per square Average per square

39.6 23

1.3 1.8 2.6

Mass(mg) of plants in each 2" square

188.5

Average height of plants of Sample Average height of plants of Sample Average height of plants of Sample

1.2 3.7

Average height of plants in each bucket Average height of plants in each bucket Average height of plants in each bucket

2.3 1.71.3 3.0 1.2

Height of Germinated Plants Height of Germinated Plants Height of Germinated Plants

Average height of plants in each 2" square Average height of plants in each 2" square Average height of plants in each 2" square

Number of Germinated Seeds Number of Germinated Seeds Number of Germinated Seeds

Bucket 3 Bucket 1 Bucket 2Bucket 1 Bucket 3Bucket 1 Bucket 2 Bucket 3 Bucket 2

4" layer top soilExcel PP5-8

RECP PROTECTED

Day 7 Day 14 Day 21

RECP Germination

Sample

175 seeds

Western Excelsior

E2280-29-05

07/14/09

Page 11: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Date Top

Client

TRI Log #

Sample ID

Bottom

1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3

0 0 0 0 0 0 0 0 0 2 5 3 6 10 3 0 0 0 6 11 6 9 7 3 0 0 0

1.2 1.7 2.2 1.7 2.9 5.1 2.7 4.5 3 3.8 3.2 4.8

1.9 1.5 0.9 1.6 2.3 2.5 3.2 2.8 4.4 3 2.2 3.8

1.4 1.6 2.8 2.9 4 5.2 3.6 3.2 1.1 3.4 2.9

1.9 1.9 3.2 2.9 3.9 3.6 3 1.8

2 1.8 3.6 3.7 3.6 3.5 2.7 3.8

2.2 2.7 0.6 3.9 3.7 4.2 2.4

1.6 2.9 2.5 3.9

1.6 2.6 2.3

2 3.7 2.2

3.4 3.3

1.7

#### 1.6 1.7 1.6 2.0 2.6 3.9 3.1 3.3 3.6 2.8 3.0 3.8

11.3 18.4 13.7 15.6 12.6 7.8 0 0 0

Day 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Temp (27 +/- 2 C) 25.5 25 25.5 26.8 25.5 25.3 25.5 25 25.9 25.4 25 25.5 25 25

Humidity (45 +/- 5 % RH) 42 43 43 44 45 44 41 42 40 45 41 45 45 47

Light Intensity (900 +/- 100 ft-cd) 827 844 832 848 830 851 836 842 850 818 881 865 857 861

Water Added (ml) 500 400 400

Control

Number of Germinated Seeds Number of Germinated Seeds

Height of Germinated Plants Height of Germinated Plants Height of Germinated Plants

0.0

E2280-29-05

Day 14 Day 21

Bucket 2 Bucket 3Bucket 3 Bucket 1

RECP Germination

Western Excelsior

Number of Germinated Seeds

Bucket 1 Bucket 2 Bucket 3Bucket 1 Bucket 2

Average height of plants in each 2" square

Average height of plants in each bucket Average height of plants in each bucket Average height of plants in each bucket

1.6

Average height of plants in each 2" square Average height of plants in each 2" square

2.8

0.0 2.2

Mass(mg) of plants in each 2" square

Average height of plants of Sample Average height of plants of Sample Average height of plants of Sample

3.2

Total mass(mg) of plants in each bucket

43.4 36 0

3.3

Total mass(mg) of plants for sample

79.4

Average per square Average per square

3.2

Average per square

8.8

4.7

Average per square

3.2

Thin layer of top soil

175 seeds

4" layer top soil

Control

Day 7

Page 12: AASHTO NTPEP Rolled Erosion Control Product (RECP) Test Report · Western Excelsior Western Excelsior 901 Grand Ave P.O. Box 270308 Mancos, CO 81328 Fort Collins, CO 80527 Chad Lipscomb

Bucket # 1 Excel PP5-8 Bucket # 1 Control

Bucket # 2 Excel PP5-8 Bucket # 2 Control

Bucket # 3 Excel PP5-8 Bucket # 3 Control

Germination / Vegetation Growth Summary

Photographs

STANDARD INDEX TEST METHOD FOR the DETERMINATION of TEMPORARY DEGRADABLERECP PERFORMANCE IN ENCOURAGING SEED GERMINATION AND PLANT GROWTH

ECTC Test Method #4: