GEOSYNTHETIC REINFORCED SOILS

Approved Application Usage:

1 = Steepened Slopes

2 = Reinforcement of Foundations over Soft Soils

3 = Both Steepened Slopes & Reinforcement of Foundations over Soft Soils

4 = Reinforced Embankment

5 = Construction Expedient

* Minimum 3’ Overlap

ASTM D 4355 70%

Tensile Strength (lb./ft.)

2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain

Junction Strength (lb./ft.)

creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *

Approved Application Usage

j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637

2,000

1.1

1.0

UV Stability (Min. Retained

Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n

PROPERTY REQUIRED TEST METHOD

ASTM D 6637, GRI : GG4 & GT7

ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)

Creep Resistance-T (lb./ft.)

Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )

Creep Reduction Factor

(T /T )

Strain @ Ultimate

Tensile Strength

2,000

0.8

APPROVED GEOSYNTHETIC PRODUCTS

(WOVEN GEOGRID)

APPLICATION AND PROPERTIES

TABLE OF WOVEN GEOGRID VALUES

1,000

10%

1.6

1,250

1.05

3

70%

1.1

1.0

3,150

0.8

1.2

1,056

10%

1.6

1,969

1.05

3

21,120

1.25

70%

1.1

1.0

4,300

0.8

1.2

1,740

10%

1.6

2,688

1.05

3

34,800

1.25

70%

1.1

1.0

0.8

1.2

2,160

10%

1.6

3,563

1.05

3

43,200

1.25

70%

1.1

1.0

7,000

0.8

1.2

2,520

10%

1.6

4,375

1.05

3

50,400

1.25

70%

1.1

1.0

9,500

0.8

1.2

3,120

10%

1.6

5,938

1.05

3

62,400

1.25

70%

1.1

1.0

9,360

0.8

1.2

3,250

10%

1.6

5,850

1.05

3

65,000

1.25

70%

1.1

1.0

12,420

0.8

5,340

10%

1.72

7,221

1.05

3

1.25

106,800

70%

1.1

1.0

17,760

0.8

1.2

6,700

10%

1.72

10,326

1.05

3

1.25

134,000

70%

1.1

1.0

25,380

0.8

1.2

7,000

10%

1.72

14,756

1.05

3

1.25

140,000

5,700

1.5

20,000

Ultimate (T ) ult

ASTM D 6706

ASTM D 6706

Soil-Geosynthetic Friction

REVISIONSDescriptionByDate ByDate Description

1.2 1.2

MIRAFI MG 2XT MIRAFI MG 3XTMIRAFI MG 5XT

(Matrex 30)MIRAFI MG 7XT MIRAFI MG 8XT

MIRAFI MG 10XT

(Matrex 60)

MIRAFI MG 18XT

(Matrex 90)

MIRAFI MG 20XT

(Matrex 120)

MIRAFI MG 22XT

(Matrex 180)

MIRAFI MG 24XT

(Matrex 240)

01/01/10 LJ Correct "MARAFI" to "MIRAFI".

Sheet No.

Index No.

2010 Interim Design StandardDate

501

01/01/10 5 of 10

Interim

GEOSYNTHETIC REINFORCED SOILS








ASTM D 4355 70%


2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain


creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *


j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637990

3,870

354

1.18

1.10

1.31

1.10


Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n



ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)


Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )


(T /T )

Strain @ Ultimate

Tensile Strength

2,388

1.0

792

12.6%


(WOVEN GEOGRID)


578

526

SYNTEEN SF 11

26,300

15,840

1.10

70%

5,268

320

1.06

1.10

1.20

1.10

2,388

1.0

13.0%

797

526

SYNTEEN SF 12

26,300

20,840

1.10

1,042

1,129

70%

1,630

1.05

1.10

1.75

1.10

1,672

0.8

370

370

SYNTEEN SF 20

18,494

13,397

1.10

670

670

9.4%

15,206

1,005

1.66

3

70%

2,556

1.15

1.10

1.70

1.10

2,627

0.8

399

462

SYNTEEN SF 35

23,114

14,499

1.10

725

583

15,234

1,523

1.73

3

14.1%

70%

3,050

1.15

1.10

1.60

1.10

3,050

0.8

430

488

SYNTEEN SF 40

24,408

19,404

1.10

970

765

22,089

1,525

2.00

3

9.9%

70%

3,933

1.08

1.10

1.55

1.10

3,731

0.8

630

791

SYNTEEN SF 50

39,551

18,432

1.10

922

815

18,432

2,201

1.70

3

14.2%

70%

2,499

1.08

1.10

1.55

1.10

3,774

0.8

604

736

SYNTEEN SF 55

23,174

1.10

796

27,137

2,265

1.67

3

11.5%

1,159

70%

2,206

1.08

1.10

1.55

1.10

5,583

0.8

882

SYNTEEN SF 80

25,459

1.10

37,910

3,182

1.75

3

13.9%

1,273

1,016

1,563

36,799 50,807

70%

2,179

1.08

1.10

1.35

1.10

7,462

0.8

SYNTEEN SF 110

33,712

1.10

27,380

4,029

2.02

3

18.8%

1,684

1,186

1,581

59,298

1,274


ultUltimate (T )

ASTM D 6706

ASTM D 6706



2, 5 2, 5

01/01/10 LJ Added Application Usage 2 for SYNTEEN SF 11 & SF 12.

Sheet No.

Index No.


501

01/01/10 6 of 10

Interim









ASTM D 4355 95%


2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain


creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *


j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637712

2,213

N/A

1.52

1.10

1.15

1.17

1.15


Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n



ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)


Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )


(T /T )

Strain @ Ultimate

Tensile Strength

2,233

0.8

RAUGRID 3/3

541

10.8%

1,466

2, 5

95%

767

1,459

100%

1.52

1.10

1.15

1.17

1.15

2,843

0.8

RAUGRID 4/2

356

11.8%

1,870

2, 5

95%

1,959

100%

1.52

1.10

1.15

1.17

1.15

4,350

0.8

RAUGRID 6/3

452

13.1%

2,862

2, 5

1,144

95%

2,089

100%

1.52

1.10

1.15

1.17

1.15

5,288

0.8

RAUGRID 8/3

507

12.2%

3,479

2, 5

1,165

95%

2,192

100%

1.52

1.10

1.15

1.17

1.15

6,590

0.8

RAUGRID 10/3

521

11.5%

4,335

2, 5

1,582


(WOVEN GEOGRID)



ultUltimate (T )

ASTM D 6706

ASTM D 6706




92%

1,641

1.10

1.10

1.0

1,159

0.9

360

774

543

1,111

6%

18,000

15,480

1.0

FORNIT 20

92%

1.10

1.0

6%

FORNIT 30

1,890

600

1,390

2,466

778

1,719

30,000

27,800

32.2

0.9

1.10

1.10

1.1

30

1.10

01/01/10 LJ Added FORNIT 30.

Added Creep Resistance, Creep Reduction and Application

Usage "4" to FORNIT 20.

3.5

588355

3.5

2, 4, 5 2, 4, 5

Sheet No.

Index No.


501

01/01/10 7 of 10

Interim









ASTM D 4355 70%


2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain


creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *


j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637

1.10


Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n



ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)


Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )


(T /T )

Strain @ Ultimate

Tensile Strength


(WOVEN GEOGRID)


70%

1.10 1.10

0.8

70%

1.10

0.8

70%

1.10

70%

1.10

0.8

70%

1.10

0.8

70%

1.10


ultUltimate (T )

ASTM D 6706

ASTM D 6706



Sheet No.

Index No.


501

01/01/10 8 of 10

Interim


2,000

2,000

01/01/10 LJ New Sheet Added

STRATAGRID

MICROGRID

STRATAGRID

SG 200

70%

STRATAGRID

SG 150

STRATAGRID

SG 350

STRATAGRID

SG 500

STRATAGRID

SG 550

STRATAGRID

SG 600

STRATAGRID

SG 700

600

450

15.0%

12,000

0.8

1.74

1.20

1,149

1.90

1.10

1.25

3, 4, 5

1,210

1.55

1,875

450

1,875

15.0%

9,000

0.8

1.10

1.20

1.10

1.25

3, 4, 5

3,400

700

15.0%

14,000

2,194

1.55

1.20

1.10

1.25

3, 4

4,800

750

15.0%

15,000

3,097

1.55

1.05

1.20

1.10

1.25

3, 4

6,300

1,150

15.0%

23,000

0.8

4,065

1.55

1.05

1.15

1.10

1.25

3, 4

7,800

1,200

15.0%

24,000

5,032

1.55

1.05

1.15

1.10

1.25

3, 4

8,700

1,400

18.0%

24,000

5,613

1.55

1.05

1.15

1.10

1.25

3, 4

11,750

1,700

18.0%

34,000

0.8

7,581

1.55

1.05

1.15

1.10

1.25

3, 4

1.10


(EXTRUDED GEOGRID)









ASTM D 4355 90% 90% 90% 100% 90% 100%


2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain


creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *


j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637

10%

11,995

9,596

90%

3.5

1.10

1.43

1.1

1.0

1.0 1.0

1.0

1.1

1.35

1.10

3.27

10%

410

810

1,975

670

20,500

16,200

93%

3.1

1.10

1.1

1.35

1.0

10%

14,092

18,506

10%

11,600

10%

90%

3.1

1.10

1.1

1.35

1.0

1.0

3.1

1.10

1.1

1.35

1.0

1.0

93%


Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n


TABLE OF EXTRUDED GEOGRID VALUES


ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)


Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )


(T /T )

Strain @ Ultimate

Tensile Strength

TENSAR BX 4100 TENSAR BX 4200 TENSAR BX 1100 TENSAR BX 1120 TENSAR BX 1200 TENSAR BX 1220

90%

TENSAR BX 1500

860

240

480

1,300

450

920

1,300

450

920

1,370

500

960

300

635

875

250

3, 4, 5

1,270

370

705

0.95

420

3, 4, 5

850

280

580

14,000

0.90

3, 4, 5

850

280

580

14,000

11,600

0.90

3, 4, 5

1,315

1,360

0.90

1.0

3, 4, 5

10%

410

810

1,975

670

20,500

16,200

93%

3.1

1.10

1.1

1.35

1.0

1,315

1,360

0.90

1.0

3, 4, 5

10%

580

2,055

685

29,000

27,400

93%

3.1

1.10

1.1

1.35

1.0

1,790

1,370

0.90

1.0

3, 4, 5

1,200

Ultimate (T ) ult

ASTM D 6706

ASTM D 6706



790/1,210

280 280 425 425 575

Sheet No.

Index No.


501

01/01/10 9 of 10

Interim


01/01/10 LJ Changed Sheet No. from "8 of 9" to "9 of 10".


(EXTRUDED GEOGRID)









ASTM D 4355 90% 90% 90% 90% 85% 85%


2% Strain

5% Strain

Ultimate

2% Strain

5% Strain

2% Strain

5% Strain

10% Strain


creep

ult creep

c

Sand

Limestone

Chemical

Biological

Mechanical

Overlap *


j

d

ASTM D 5262

GRI : GG2

ASTM D 6637

ASTM D 6637

4,790

1,100

2,130

10%

55,000

42,600

90%

0.462

1,970

2.43

1.10

1.20

1.1

1.0

1.0

1.0

3 3

1.0

1.0

1.0

1.1

1.20

1.10

2.60

3,000

0.462

12% 12%

925

300

615

1,400

445

890

1,370

418

925

2,100

616

1,340

15,000

12,330

20,900

18,500

835 1,230

3.5

1.1

1.1

1.1

3.5

1.0

10%

3,560

71,200

92,500

10%

9,860

3,980

79,600

10%

11,980

5,140

1,850 2,330

116,500

2,740

137,000

102,800

90% 90%

2.49

1.10

1.1

1.20

1.0

1.0

0.462

3,960

1.0

2.41

1.10

1.1

1.20

1.0

1.0

0.462

4,975

1.0

90%

3 3

7810


Strength @ 500 hr.)

Machin

e

Directio

n

Cross

Directio

n


TABLE OF EXTRUDED GEOGRID VALUES

TENSAR UX 1700 HS

UX 1700 MSE

UX MESA 6

TENSAR UX 1600 HS

UX 1600 MSE

UX MESA 5

TENSAR UX 1500 HS

UX 1500 MSE

UX MESA 4

TENSAR UX 1400 HS

UX 1400 MSE

UX MESA 3


ASTM D1987, D3083, G21 & G22

GRI : GG4 & GT7

ASTM D 5322

Secant

Modulus

@

(lb./ft.)


Joint

Strength

( R

F )

Durability

( R

F )

Installatio

n

Da

mage

( R

F )


(T /T )

Strain @ Ultimate

Tensile Strength

Ultimate (T ) ult

ASTM D 6706

ASTM D 6706

1.0 1.0

1.0 1.0

2, 5 2, 5



1.1

1.1

1.1

1.0

TENAX

MS 220

TENAX

MS 330

686

686

29,500

2.83

1.0

1.1

1.1

1.1

1.0

COMBIGRID

30/30 Q1 151 GRK 3

34,300

337

0.65

726

549

549

20,580

2.83

1.0

1.1

1.1

1.1

1.0

27,450

549

0.93

581

686

686

29,500

2.83

1.0

1.1

1.1

1.1

1.0

34,300

617

0.93

726

SECUGRID

20/20 Q1

SECUGRID

30/30 Q1

90% 90%90%

2,055 1,646 2,055

2,055 1,646 2,055

1,4751,0291,475

1,475 1,029 1,475

7.5%8% 9%

2, 5 2, 5 2, 5

01/01/10 LJ Changed Sheet No. from "9 of 9" to "10 of 10".

Sheet No.

Index No.


501

01/01/10 10 of 10

Interim


Documents

GEOSYNTHETIC REINFORCED SOILS