High vires Biaxial Plastic Geogrid
In via, ferriviaria, Portus, aeroportus et municipales project. Support in convaluisset operantes faciem calculi mei et viae in carbo mea.
| Index Properties | Test modus | Unitas | GG1515 | GG2020 | GG3030 | GG4040 |
| MD TD | MD TD | MD TD | MD TD | |||
| Polymer | -- | -- | PP | PP | PP | PP |
| Minimum Carbon Nigrum | ASTM D (IV) CCXVIII | % | 2 | 2 | 2 | 2 |
| Tensile fortitudinem @ II% iactabantur | ASTM D (VI) DCXXXVII | K / m | V V V | VII VII | 10.5 10.5 | XIV XIV |
| Tensile fortitudinem @ V% iactabantur | ASTM D (VI) DCXXXVII | K / m | VII VII | XIV XIV | XXI XXI | XXVIII XXVIII |
| Ultimum Tensile | ASTM D (VI) DCXXXVII | K / m | XV XV | XX XX | XXX XXX | XL XL |
| Strain @ Ultimate Fortis | ASTM D (VI) DCXXXVII | % | XIII X | XIII X | XIII X | XIII X |
| Structural integritas | ||||||
| Coniunctas efficientiam | Gri GG2 | % | 93 | 93 | 93 | 93 |
| Flexurae rigiditatem | ASTM D MCCCLXXXVIII | Mg-cm | (DCCC) | 1000000 | (MMMD) | 10000000 |
| Aperturae stabilitatem | Coe modum | mm-n / deg | DCXLVI | DCCVII | MCDXXXII | MMCIV |
| Dimensiones | ||||||
| Roll Width | -- | M | 3.95 | 3.95 | 3.95 | 3.95 |
| Tandem | -- | M | 50 | 50 | 50 | 50 |
| Volumine pondus | -- | Kg | 39 | 50 | 72 | CV |
| MD denotat apparatus directionem. TD pro transversus. | ||||||
High vires, princeps afferentem facultatem et altum resistentia ad lacus.
Grateri structuram cum bonum INCILE functio, nec cumulare pluvia, nix, pulvis et obstantia.
VENTILATIO, lucendi et calor dissipatio.
CREPITUS praesidio, etiam potest addere anti-skid serrationes ad amplio anti-LABOR facultatem, praesertim in pluvia et nix tempestate praesidio populi salutem.
Anti-corrosio, anti-rubigo, durabile.
Simple et pulcher aspectu.
Lux pondus facile install et removere.
I. Reinforces Vetus Bituminis concretum Road superficiem et bitumen iacuit, et prohibet damnum.
II. Reuones cementum concretum Road superficiem in compositum Road superficiem et restraining reflexionem causatur per obstructionum contractio
III. Road Expansion et ImnProvement Project Anby Floud Crack ex Vetus et Novum combination Position et inaequales
Sedimentation.
IV. Mollis solo basis supplemento curatio, quae est propitius mollis solo aqua separatione et concretione, restrains
Sedimentation efficaciter, distribuit accentus uniformiter amplio altiore vires via basi.
5.Preventing contractio crack per novam viam semi-rigidum basi iacuit et confirmat et prohibet viam superficiem crack
per fundamentum resiliunt reflexio
