Fiberglass Pultruded Flooring Slip Resistant Corrosion Resistant Fire Retardant High Strength-to-Weight Ratio Non-Conductive Low Installation Cost Long Service Life Superior Ergonomics High Performance Composite Solutions ISO 9001-2000 Q U A L I T Y C E R T I F I E D F A C I L I T I E S
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Fiberglass Pultruded Flooring · 2014-06-25 · glass pultruded FRP product has been engineered to carry the forklift and tractor trailer loads that traditional pultruded FRP grating
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FiberglassPultruded
Flooring
SlipResistant
CorrosionResistant
FireRetardant
HighStrength-to-WeightRatio
Non-Conductive
LowInstallationCost
LongServiceLife
SuperiorErgonomics
High Performance Composite SolutionsISO
9001-2000
QU
A
L ITY CERTIFIED
FA C I L I T I E S
� Phone:800-527-4043 www.fibergrate.com
Combiningcorrosionresistance,longlifeandalow-maintenancedesign,Safe-T-Span®pultrudedgratingis superior to conventional metallic gratings. Thisadvanced grating is manufactured with a recessedtiebarconfigurationand is lightweightandeasy to
fabricate. Savings on labor and equipment often make thetotalinstalledcostofSafe-T-Spangratingcomparabletothatofsteel.This
the laminate, pultruded grating provides durability, extremely high unidirectional strength and stiffness.Due to its exceptional stiffness, it can be used with confidence where wide support spans are required.
For most applications where it is used to replace steelgrating, Safe-T-Span industrial grating rarely requiresadditionalsupport.Combiningitslowcostofinstallationwithlow-maintenanceandlonglife,Safe-T-Spanoffersalifecyclecost that is significantly lower than thatof itsmetalcounterpart.
TheSafe-T-Span line includesHighLoadCapacity (HI)gratingforup toH�0vehicular loads, industrialgratingfor standard industrial loads and pedestrian grating forfoot traffic. Specially designed gratings for barefoottraffic in the recreation industry are available in theAqua Grate® line and several pultruded series meetADAguidlines. Anotherpultrudedproduct,Dynadeck®interlocking flooring is available to provide a solid-topflooring.
For additional niche products, check out the Fibergratewebsite under Pultruded Products for specialty marketgratings.
To form a pultruded element, continuous fiber rovings and mat are mechanically drawn through a resin bath and shaped through a series of forming guides, then pulled through a heated die.
• UV Protection - UVinhibitorsincludedintheresinformulation,alongwithasurfacingveilandgrittopsurfaceforoptimumprotectionfromtheeffectsofweathering(Phenolic resin grating does not have the UV inhibitor or veil and therefore must be coated for UV protection)
• EI40 for I4010 and I4015 grating • MI60 for I6010 and I6015 grating
• MT5020 for T5020 grating • MT3320 for T3320 grating
• MT3810 for T3810 grating • MT3815 for T3815 grating
• W4S Clip for HI47 grating • WHM Clip for HI58 grating
• RI40 for I4010 and I4015 grating
• RIT60 for I6010, I6015 and T3320 grating
• RT80 for T5020 grating
• RT12 for T1210 and T1215 grating
• RT25 for T2510 and T2515 grating
Type M
RI40 RIT60 RT80
Selection of Safe-T-Span® Pultruded Industrial Series Grating
(5' widths and 8', 12' and 24' lengths available with extended lead times) For load/deflection information on pultruded grating, see tables in this brochure.
Details Refer to chart on Page 4 for Grating Selection
1.00
1.50 0.90 0.60
0.140.90 0.60
1.50
1.20 0.60 0.60
0.140.60 0.60
1.00
0.14
1.00 0.40 0.60
0.40 0.60
Tiebar Representation
1''GRATING
1-1/2'' and 2''GRATING
Fordetailsandloadchartsfor1-1/4"depthproducts,please visit our website at www.fibergrate.com
6 Phone:800-527-4043 www.fibergrate.com
Industrial SeriesUniform Load Chart
IMPORTANT: Load information is different for Phenolic resin gratings. Please contact Fibergrate for Phenolic load information.
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 2:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to MAX RECOMMENDED LOAD. 3. Walking loads, typically 50-65 PSF maximum are recommended for pedestrian traffic. Deflections for worker comfort are typically limited to the lesser of 3/8" or CLEAR SPAN divided by 125; for a firmer feel, limit deflection to the lesser of 1/4" or CLEAR SPAN divided by 200. 4. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact or dynamic conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also
require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to the ASCE Structural Plastics Design Manual.5. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
INDUSTRIAL SERIES SAFE-T-SPAN UNIFORM LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
IMPORTANT: Load information is different for Phenolic resin gratings. Please contact Fibergrate for Phenolic load information.
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 2:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to MAX RECOMMENDED LOAD. 3. Walking loads, typically 50-65 PSF maximum are recommended for pedestrian traffic. Deflections for worker comfort are typically limited to the lesser of 3/8" or CLEAR SPAN divided by 125; for a firmer feel, limit deflection to the lesser of 1/4" or CLEAR SPAN divided by 200. 4. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact or dynamic conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also
require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to the ASCE Structural Plastics Design Manual.5. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
C Concentrated line load – lbs/ft of width∆C Concentrated line load deflection (in.)
• Public and Private Swimming Pools • Water Parks • Theme Parks • Boat Docks and Piers • Marinas • Zoos and Aquariums
Applications
Boat Dock on Horseshoe Lake in Haliburton, Ontario.Safe-T-Span Pultruded Aqua Grate Pedestrian Grating
Details
1-1/2" Deep, T1215ADA Compliant
1" Deep, T1210ADA Compliant
1.71
1.0
1.5
0.6
0.214
# of Bars/Ft. of Width – 7 Load Bar Depth 1" Open Area 12% Load Bar Centers 1.714" Approx. Wt. 2.6 lbs./ft.2
# of Bars/Ft. of Width – 7 Load Bar Depth 1-1/2" Open Area 12% Load Bar Centers 1.714" Approx. Wt. 3.58 lbs./ft.2
Engineering Properties per FT of Width A=2.46 IN2 I=0.32 IN4 S-top=0.94 IN3 S-bot=0.49 IN3
Average EI = 1,568,000 LB-IN2 (SPAN > 24")
Engineering Properties per FT of Width A=3.19 IN2 I=0.93 IN4 S-top=1.72 IN3 S-bot=0.97 IN3
Average EI=4,827,000 LB-IN2 (SPAN > 24”)
Refer to chart on Page 4 for Grating Selection
Spring Clip
NEW! The T12 Spring Clip is designed for specialty applications where grating needs to be removed without removing the hardware. The grating is held securely in place below the surface, but can be released with a firm upward force. For the T12 Pultruded Grating Series.
1.71 0.21 1.50
1.50
0.141.11 0.60
10 Phone:800-527-4043 www.fibergrate.com
PEDESTRIAN SERIES SAFE-T-SPAN UNIFORM LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
72T3815 0.41 — — — — — — 370 740T2515 0.34 — — — — — — 450 900T1215 0.29 — — — — — — 520 1040IMPORTANT: Installation should provide for fully supported abutements of grating panels. Otherwise higher deflection values may be experienced, and tripping hazards may occur.
Stub bars should not be less than 1" in clip attachment areas. Safe-T-Span pedestrian grating load bars at plaform edges should be full supported.
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 2:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to MAX RECOMMENDED LOAD. 3. Walking loads, typically 50-65 PSF maximum are recommended for pedestrian traffic. Deflections for worker comfort are typically limited to the lesser of 3/8" or CLEAR SPAN divided by 125; for a firmer feel, limit deflection to the lesser of 1/4" or CLEAR SPAN divided by 200. 4. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact or dynamic conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also
require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to the ASCE Structural Plastics Design Manual.5. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
Pedestrian SeriesUniform Load Chart
U Uniform load – psf∆U Uniform load deflection (in.)
length of panel
Phone:800-527-4043 11www.fibergrate.com
PEDESTRIAN SERIES SAFE-T-SPAN CONCENTRATED LINE LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
72T3815 0.11 0.22 0.43 — — — — 1120 2240T2515 0.09 0.18 0.36 — — — — 1350 2700T1215 0.08 0.15 0.31 0.46 — — — 1500 3140IMPORTANT: Installation should provide for fully supported abutements of grating panels. Otherwise higher deflection values may be experienced, and tripping hazards may occur.
Stub bars should not be less than 1" in clip attachment areas. Safe-T-Span pedestrian grating load bars at plaform edges should be full supported.
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 2:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to MAX RECOMMENDED LOAD. 3. Walking loads, typically 50-65 PSF maximum are recommended for pedestrian traffic. Deflections for worker comfort are typically limited to the lesser of 3/8" or CLEAR SPAN divided by 125; for a firmer feel, limit deflection to the lesser of 1/4" or CLEAR SPAN divided by 200. 4. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient temperatures only. Allowable loads for impact or dynamic conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added deflection due to creep in the material and will also
require higher safety factors to ensure acceptable performance. For applications at elevated temperatures, consult factory. The designer is further referenced to the ASCE Structural Plastics Design Manual.5. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
Pedestrian SeriesConcentrated Line Load Chart
C Concentrated line load – lbs/ft of width∆C Concentrated line load deflection (in.)
(Applications with traffic perpendicular to trench or with turning wheel loads, contact Fibegrate engineering for design assistance.)
Safe-T-Span® High Load Capacity
Allowable Load Spans
Wheel Load (lb)(1/2 Axle Load + 30% Impact)
Load Distribution Allowable Span (2,3) Load
Distribution Allowable Span (2,3)
Para
llel t
o Ax
le (1
)
Perpe
ndicu
lar
to A
xle
HI47
10
HI47
15
HI47
20
HI47
25
HI47
30
Para
llel t
o Ax
le (1
)
Perpe
ndicu
lar
to A
xle
HI58
10
HI58
15
HI58
20
HI58
25
HI58
30
AASHTO Standard Truck (4)32,000 lb Axle Load
Dual Wheels(*formerly AASHTO H-20)
20,800
20" +
2-3/8
"
8" 0'-9"
1'-2"
2'-1"
2'-5"
3'-2"
20" +
3"
8" 0'-8"
1'-0"
1'-9"
1'-11
"
2'-7"
Automobile Traffic5,000 lb Vehicle
1,500 lb Load55% Drive Axle Load
2,220
8" +
2-3/8
"
8" 1'-4"
2'-4"
3'-11
"
4'-9"
5'-10
"
8" +
3" 8" 1'-2"
1'-11
"
3'-3"
3'-11
"
4'-10
"
5 Ton Capacity Forklift14,400 lb Vehicle
24,400 lb Total Load85% Drive Axle Load
13,480
11" +
2-3/8
"
11"
0'-8"
1'-1"
1'-9"
2'-1"
2'-8"
11" +
3"
11"
0'-8"
0'-11
"
1'-6"
1'-9"
2'-3"
3 Ton Capacity Forklift9,800 lb Vehicle
15,800 lb Total Load85% Drive Axle Load
8,730
7" +
2-3/8
"
7" 0'-8"
1'-1"
1'-9"
2'-1"
2'-8"
7" +
3" 7" 0'-7"
0'-10
"
1'-6"
1'-8"
2'-2"
1 Ton Capacity Forklift4,200 lb Vehicle
6,200 lb Total Load85% Drive Axle Load
3,425
4" +
2-3/8
"
4" 0'-9"
1'-4"
2'-9"
3'-3"
4'-3"
4" +
3" 4" 0'-8"
1'-1"
2'-3"
2'-7"
3'-6"
Notes:(1) Load is carried by the grating load bars immediately under wheel + two additional load bars, one on each side of wheel.(2) Allowable Span is based on a 0.25” maximum deflection and a Factor of Safety of 3.0. Other criteria may be required by certain construction codes. Check code requirements to determine design criteria.(3) ALLOWABLE SPAN IS STRONGLY DEPENDENT ON WHEEL WIDTH AND VEHICLE WEIGHT/LOAD CAPACITY. If your application varies from the values given on this table, contact Fibergrate Engineering for application assistance.(4) Load based on the AASHTO Standard Truck Load as defined in AASHTO LRFD Bridge Design Specifications, 2nd Ed. This does not imply that the allowable span meets the deflection requirements of this specification.
U Uniform load – psf∆U Uniform load deflection (in.)
length of panel
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to
MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient termperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added
deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated termperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Manual.
4. Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Engineering.5. Fibergrate recommends a maximum deflection of 0.25" for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design criteria.6. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
Phone:800-527-4043 17www.fibergrate.com
HI47 PULTRUDED SERIES LINE LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
C Concentrated line load – lbs/ft of width∆C Concentrated line load deflection (in.)
length of panel
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to
MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient termperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in
added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated termperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Manual.
4. Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Engineering.5. Fibergrate recommends a maximum deflection of 0.25" for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design criteria.6. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
18 Phone:800-527-4043 www.fibergrate.com
HI58 Pultruded SeriesUniform Load Chart
U Uniform load – psf∆U Uniform load deflection (in.)
length of panel
HI58 PULTRUDED SERIES UNIFORM LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to
MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient termperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in added
deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated termperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Manual.
4. Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Engineering.5. Fibergrate recommends a maximum deflection of 0.25" for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design criteria.6. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
Phone:800-527-4043 19www.fibergrate.com
HI58 Pultruded Series Concentrated Line Load Chart
C Concentrated line load – lbs/ft of width∆C Concentrated line load deflection (in.)
length of panel
HI58 PULTRUDED SERIES LINE LOAD TABLE - DEFLECTIONS IN INCHESCLEAR SPAN
NOTES:1. The designer should not exceed the MAX RECOMMENDED LOAD at any given span. MAX RECOMMENDED LOAD represents a 3:1 factor of safety on ULTIMATE CAPACITY.2. ULTIMATE CAPACITY represents a complete and total failure of the grating. Values are provided to illustrate the reserve strength of the grating at a given span and are NOT to be used for design. Functionality of grating is limited to
MAX RECOMMENDED LOAD. 3. The allowable loads in this table are for STATIC LOAD CONDITIONS at ambient termperatures only. Allowable loads for impact conditions should be a maximum of ONE-HALF the values shown. Long term loads will result in
added deflection due to creep in the material and will also require higher safety factors to ensure acceptable performance. For applications at elevated termperatures, consult factory. The designer is further referenced to ASCE Structural Plastics Design Manual.
4. Fibergrate does not recommend this product for turning wheel loads. If these conditions are expected, contact Fibergrate Engineering.5. Fibergrate recommends a maximum deflection of 0.25" for this product under normal loading conditions. The use of L/500 may be required by certain construction codes. Check code requirements to determine design criteria.6. All gratings were tested in accordance with the proposed standard of the Fiberglass Grating Manufacturers Council of the American Composites Manufacturers Association (ACMA).
�0 Phone:800-527-4043 www.fibergrate.com
NOTES:1. It is suggested that stair tread deflection be limited to SPAN/150. Deflections based on this ratio are provided at the top of the table.2. Deflection in the body of the table are for concentrated loads of both 250 lbs. and 500 lbs. A concentrated load is applied at the center of the tread, over a width of 4" and a length of 6", starting at the nosing edge to simulate the landing of a foot.3. Deflections are not appreciably different due to stair tread depth. Actual depth will vary depending on stair tread configuration.
Safe-T-Span® Pultruded Industrial Stair Treads Load/Deflection Information
CorrosionResistance HR HR R RStrength/Stiffness(longestspan) R R HR HRImpactResistance R HR A ROpenArea(fordrainage,aeration,lightpenetration) HR HR A HRSingle-DirectionSpan R A HR HRBidirectionalSpan N HR N NEaseofLayoutandInstallation A HR A ALightweightinComparisontoMetals HR HR HR RCustomPanelSizesAvailable A R R N
Vi-Corr® Super Vi-Corr® IFR/Rigidex II FGI Corvex® XFR FS-25 CP-84 VE-25 VEFR ISOFRAcetic Acid 50 MAX C C C C C I C C C C CAcetone 100 75 S S I I T I I I S I NAlcohols 100 1�0 C C I I I S I I C I IAlum ALL MAX C C C C C C C C C C CAluminum Chloride ALL MAX C C C C C C C C C C CAluminum Fluoride �0 75 C C I I I I I I C I IAmmonium Hydroxide �0 75 C C N N N N N I C I NAmmonium Salts-Neutral ALL 1�0 C C C C S S I I S C SAmmonium Salts-Aggressive ALL 75 S C I I T I I I S T NAromatic Solvents ALL 75 T T N N N N N N T N NBarium Salts ALL MAX C C C C C C C C C C CBenzene 100 140 I S I I N I I I I I NBlack Liquor (Pulp Mill) ALL MAX C C I I N I I I C I NBleach Liquor (Pulp Mill) ALL MAX C C I I N N I I C I NCalcium Hydroxide �5 MAX C C S S I I S S C S ICalcium Hypochlorite ALL MAX C C I I N I I I C I NCalcium Salts ALL MAX C C C C C C C C C C CCarbon Tetrachloride 100 75 C C I I N S N I C S NChlorinated Hydrocarbons 100 75 T T T T T N N N T T TChlorine Dioxide SAT 140 C C N N N N N T C S NChlorine Water SAT 1�0 C C I I T I I I C I NChlorine, Wet SAT MAX C C N N N N N N C N NChlorobenzene 100 75 S S N N N N N N S N NChlorobenzene ALL Upto100 C C N N N N N N C N NChloroform 100 75 N N N N N N N N N N NChromic Acid 50 140 S S S S N N I S S I NCitric Acid ALL MAX C C C C C C I C C C CCopper Cyanide Plating ALL 1�5 C C S S I N S S C S ICopper Salts ALL MAX C C C C C C C C C C CCrude Oil (Sweet or Sour) ALL MAX C C C C C C C C C C CDichlorobenzene 100 75 T S N N N N N N T N NEthers 75 T T N N N N N N T N NFerric Chloride 100 MAX C C C C C C I C C C CFerric Salts ALL MAX C C C C C C C C C C CFluoride Salts+HCI ALL 75 C C S S N I S S C I NFluosilicic Acid 10 75 C C S S S S S S C S IFormaldehyde �7 150 C C I I I I I I C S IFormic Acid �5 100 C C S S I I I S C S IFuel (Diesel, Jet, Gasoline) ALL 100 C C C C C C C C C C CGlycerine 100 MAX C C C C C C C C C C CGreen Liquor (Pulp Mill) ALL MAX C C N N N N N I C I NHydrobromic Acid 48 MAX S S S S I I I S S I NHydrochloric Acid 10 MAX C C S S S C S S C S SHydrochloric Acid �0 MAX C C S S I I S S C I IHydrochloric Acid (concentrated) ALL Upto180 I C N N N N N N I N NHydrocyanic Acid ALL MAX C C I I I I I I C S IHydrofluoric Acid �0 75 S C N N N N N N S N NHydrogen Peroxide �0 75 C C N N N I N N C S NLactic Acid 100 MAX C C C C C C C C C C CLime Slurry SAT MAX C C C C C C C C C C CLithium Chloride SAT MAX N C N N N N N N N N NLithium Salts ALL MAX C C C C C C C C C T TMagnesium Salts ALL MAX C C C C C C C C C C CMaleic Acid 100 MAX C C S S I C I S C S IMercury Chloride 100 MAX C C C C C C S C C C CNickel Salts ALL MAX C C C C C C C C C C CNitric Acid �0 1�0 C C S S I I S S C I INitric Acid �5 100 C C N N N I N I C I NNitric Acid 40 Ambient I C N N N N N N I N NNitric, Hydrofluoric �0:� 75 I C N N N N N N I N NNitrous Acid 10 75 C C C C C C I C C C COzone for Sewage Treatment 100 C C C C C C C C C C CPerchloroethylene 100 75 S C N N N I N N S I NPhenol 10 75 C C N N N N N N C I NPhenol 88 Ambient S C N N N N N N S N NPhosphoric Acid 85 MAX C C C C S C I C C C SPhosphoric Acid, Super 115 MAX C C I I T S N I C S NPotassium Hydroxide 10 1�0 C C I I N N I I C S NPotassium Salts ALL MAX C C C C C C C C C C CSilver Nitrate 100 MAX C C C C C C I C C C CSodium Cyanide ALL 75 C C I I I I I I C S ISodium Hydroxide 50 MAX C C I I N N I I C I NSodium Hydroxide 10 MAX C C N N N N N N C N NSodium Hypochlorite (Stable) 10 100 C C S S I S S S C S ISodium Salts-Neutral ALL MAX C C C C C C C C C C CSodium Salts-Aggressive ALL 75 S C I I T I N I S T NSulfur Dioxide SAT MAX C C S S S S S S C S SSulfuric Acid �5 MAX C C S S I S S S C S ISulfuric Acid 50 MAX C C S S N S I S C S NSulfuric Acid 75 100 C C I I N I N I C I NToluene 100 1�0 S C I I N N I I S I NTrichloroethane1,1,1 ALL 75 S C I I N I N I S I NTrisodium Phosphate 50 MAX C C I I I I I I C I NWater (Fresh, Salt, Moderate D.I.) 100 MAX C C C C C C C C C C CWet Chlorine/Hydrochloric Acid 10-�0 Upto�50 S C N N N N N N S N NWhite Liquor (Pulp Mill) ALL MAX C C I I N I I I C S NZinc Chloride Plating ALL 75 C C S S N S I S C S NZinc Salts 100 MAX C C C C C C C C C C C
C-ContinuousexposureofthegratingtotheChemicalEnvironmentlistedatthetemperaturelisted.S-FrequentexposureofthegratingtosplashesandspillsfromtheChemicalEnvironmentlistedwiththatenvironmentatthetemperaturelisted.I-InfrequentexposureofthegratingtosplashesandspillsfromtheChemicalEnvironmentlistedwiththatenvironmentatthetemperaturelistedandthespillimmediatelycleaneduporwashedfromthegrating.N-Notrecommendedfortheconcentrationsandtemperatureslisted.T-TestSuperViCorrmayrequirebenzoylperoxide-DMAcuresystemtoincreaseservicelife.ConsultFibergrateforcorrosionrecommendationsatconcentrations,temperaturesorchemicalsnotlistedinthisguide.MAX TEMP is 400˚F for Super ViCorr; 180˚ for ViCorr and Pultruded VEFR; 150˚ for IFR, FGI, XFR and Pultruded ISOFR; 140˚ for Corvex.TheinformationinthisCorrosionGuideiscorrecttothebestofFibergrate’sknowledge.Itisbasedonextensiveexperiencewithfiberglassgratingincorrosiveapplications.Becauseactualuseconditionsdifferandmix-turesofcorrosiveswilloccurinservice,theendusermusttestforuseunderactualconditions.Fibergrate’sresponsibilityforclaimsarisingfrombreachofwarranty,negligenceorotherwiseislimitedtothepurchasepriceofthematerialsoldbyFibergrate.Testcouponsareavailableuponspecificrequest.