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Concrete Protective Liners (CPL)
Sample Specifications
Click
here for SureGrip® Sheet Design Values
1.0 General Conditions
1.1
Scope - This specification describes the fabrication
and installation of double walled thermoplastic sheet liners for
concrete protection.
1.2
Workmanship - All work shall be performed in strict
accordance with these specifications and the manufacturer's
current printed instructions. Work shall be performed by skilled
technicians in a safe and professional
manner.
2.0
Fabrication
2.1
Fabricator must be certified in the fabrication of
SureGrip™ concrete protective liners (CPL) and regularly
engage in the installation of lined pre-cast large diameter
manholes and structures.
2.2
Fabricator shall have supplied and installed at least five
double contained SureGrip™ CPL systems. Fabricator shall
furnish evidence of a least five years of continuous experience
related to CPL fabrication and installation.
2.3
Fabricator must possess construction site extrusion welding
capabilities for final connections of sections and penetrations
in the field.
3.0 Fabrication
Procedures
3.1 All
fabrication of HDPE dual contained SureGrip™ cylinder
sections must be completed before shipment to concrete
pre-caster. This does not include penetrations, sections or
caps.
3.2 All
SureGrip™ vertical welds made prior to pre-casting must be
butt fused on automated equipment designed specifically for
welding thermoplastic sheets. This does not include the on-site
welding of SureGrip™ penetrations, sections or
caps.
3.3
Computer aided design drawings shall be submitted prior to
construction for approval from the engineer of record. Drawings
must give clear representation of the leak detection
system.
4.0 Testing and
QA/QC
4.1 All
fabricated CPL components shall be tested upon completion of
shop fabrication prior to shipment to the pre-caster. Non
destructive tests of welds shall be performed utilizing
"spark tape". This procedure involves an electric
current from a spark testing gun which will identify holes or
penetrations in the weld. If defects are found, the weld shall
be ground out and the area will be re-welded and tested again.
Where applicable, a vacuum test shall be performed on the
annular space to insure a leak free double contained system.
Using the leak detection pipe as a test port, a vacuum of
7" Hg shall be put on the annulus for 15 minutes without
loosing vacuum. No positive pressure shall be placed on the
annulus in any situation without the written consent of the
fabricator.
4.2 All
materials used in the fabrication of the CPL shall be
compatible. The fabricator shall furnish material certifications
from the manufacturer of the CPL.
5.0
Materials
5.1
Sheet liners are to be high performance thermoplastic sheets
with anchoring studs that are extruded as a part of the sheet.
No secondary manufacturing processes will be allowed for
attaching the anchoring studs to the CPL. Mechanically attached
systems and / or fabricated sheets will not be
allowed.
5.2 the
double contained CPL shall be High Density Polyethylene
SureGrip™ as furnished by Plastic Fusion Fabricators,
Inc., Huntsville, AL. Any other CPL shall be submitted to the
engineer for approval at least thirty days prior to the bid
date.
5.3
The
properties of the material shall be as shown in the
linked table.
5.4 The
CPL for this project shall be a double walled, dual sealing
material manufactured specifically for providing primary and
secondary containment. The primary liner shall be fusion bonded
to the secondary liner by the manufacturer of the
CPL.
6.0 Pre-cast
Concrete
6.1 All precuts
concrete materials and manufacturing processes shall be in accordance
with industry standards. See pre-cast concrete specifications.
SureGrip® Sheet Design
Values
Note: DIN is the European equivalent to ASTM
Standards.
|
Property
|
Testing Method
|
Unit
|
HDPE
|
PP-R
|
PVDF
|
| Density |
DIN 53479 (ASTM D 792-86) |
g/cm3 |
0.945 |
0.898 |
1.78 |
| MFI (Melt Flow
Index)` |
DIN 53735 (ASTM D 1238-88) |
g/10 min. |
0.7-1.0 (190/5) |
0.5 (190/5) |
3-5 (230-5) |
| Heat Reversion
(Dimensional Stability) |
DIN16726 (ASTM D 1637-83) |
% |
<2 |
<2 |
<1 |
| Yield Stress |
DIN 53455 (ASTM D638-89) |
N/mm² |
>=16 >=2,320 |
>=20 >=2,900 |
>=50 >=7,250 |
| Elongation of
Yield |
Test Bar (ASTM D638-89) |
% |
>=12 |
>=10 |
>=8 |
| Elongation at
Break |
v = 50mm / min (ASTM D638-89) |
% |
>=200 |
>=50 |
>=50 |
| Fire Classification |
DIN 4102 / part 1 UL-94 |
|
B2
V2 |
B2
V2 |
B1
V-O |
| Electric Conductivity |
|
|
10¹³ |
10¹³ |
10¹³ |
| Resistance to Pull-Out |
SKZ test directives |
t/m² t/ft² |
30
3 |
30
3 |
30
3 |
| Maximum Working Temperature |
|
ºC
°F |
60
140 |
90
194 |
130
266 |
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