Neoprene Pavement Seals / Pre Formed Seals / Compression Seals, Mumbai, India
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 Neoprene Pavement Seals / Pre Formed Seals / Compression Seals

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PAVEMENT SEAL ADVANTAGES :
1. Provides watertight joint for the pavements, which enhances the life of the     pavement.
2. Prevents the Debris from entering the joints.
3. Allows pavement expansion and contraction throughout the harshest of     temperature fluctuations.
4. Easy to install with the machine.
5. Highly resistant to Weather extremes, harmful oils and chemicals.
6. Mechanically stronger to take on heavy traffic.
neoprene-pavement-seals-preformed-compression-1
* AREA OF APPLICATION :
  • Concrete
  • Airport
  • Bridges
  • Structures
  • Roads
Seal Characteristics
Designation Seal Size Max.
Movement
Groove Dimensions
Width Height Min. Width Max. Width Min. Depth
EPS - 732 11 12 4.5 5 10 25
EPS - 928 15 16 5.0 6 12 28
EPS - 1132 18 18 6.5 8 15 32
EPS - 1338 20 20 9.0 9 18 38
EPS - 1644 25 25 11.0 10 22 44
EPS - 1961 32 25 15.5 11 27 51
EPS - 2560 41 29 20.0 15 35 60
EPS - 3167 50 38 24.0 19 43 67
EPS - 37102 63 63 28.0 20 54 102
EPS - 48108 76 63 32.0 30 65 108
* We also supply non standard size to suit your requirement.
neoprene-pavement-seals-preformed-compression-2 Pavement Seal : EPS - 1132
Seal Nominal width : 18 mm
Seal Nominal Depth : 18 mm
Groove width : 8 mm to 15 mm
Minimum Groove Depth : 32 mm
Miximum Movement : 6.5 mm
Applicable Specification : ASTM D 2628
Packing : Rolls of 100 M
neoprene-pavement-seals-preformed-compression-3 Pavement Seal : EPS - 928
Seal Nominal width : 15 mm
Seal Nominal Depth : 16 mm
Groove width : 6 mm to 12 mm
Minimum Groove Depth : 28 mm
Miximum Movement : 4.5 mm
Applicable Specification : ASTM D 2628
Packing : Rolls of 100 M
Requirements of ASTM D 2628
Sr. No. Description Requirements ASTM Test Methods
1 Tensile strength, min. 2000 psi (13.8MPa) D 412
2 Elongation at break, min. min. 250% D 412
3 Hardness, Type A durometer 55 +/- 5 points D 2240
4 Oven aging, 70 h at 2120 F (1000 C) Tensile strength loss 20% max D 573
5 Elongation loss, 20% max  
6 Hardness Change Type A durometer 0 to + 10 points D 471
7 Oil Swell, ASTM Oil 3, 70 h at 2120 F (1000C), Weight
Change
45% max D 1149
8 Ozone resistance 20% strain, 300 pphm in air, 70 h at
1040 F (400 C)
No cracks D 2240
9 Low - temperature stiffening, 7 days at 140 F (-100C)
Hardness Change Type A durometer
0 to +15 points  
10 Low - temperature recovery, c22h at 140F (-100C) 50%
deflection
88% min 9.2 D 2628
11 Low - temperature recovery, c22 h at - 200 F (-290C),
50% deflection
83% min 9.2 D 2628
12 High - temperature recovery, c70 h at - 2120 F (1000C),
50% deflection
85% min 9.2 D 2628
13 Compression - deflection, at 80% of normal width 3.5 lbf/in (613 N/m) min 9.3 D 2628
Lubricant Adhesive : ELA - PS
Solid Content : 24%
Working Time : 8 minutes.
Drying Time : 20 minutes.
Density : 0.9 gm/cc
Packing : 10 / 20 / 25 Liters
* Advantages:
1. Bonds the Pavement Seal with the Concrete strongly in to the joint.
2. Provides lubrication to the Pavement Seals while inserting into the groove.
Requirements of ASTM D D 2835
Sr. No. Description Requirements ASTM Test Methods
1 Homogeneity Particle Size < 0.38 mm -
2 Solid Contents 24% by weight min. D 1644
3 Consistency 3000 to 8000 cP D 1084
4 Drying Rate   -
50 gm load for 10 S after 8 min.drying. Complete Separation -
50 gm load for 10 S after 20 min. drying. Remain un separated -
 
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