DESCRIPTION
This
material shall be a plant mixed, high performance pavement
patching material capable of storage in an uncovered outdoor
stockpile for a minimum of 2 years. It shall be composed
of laboratory approved mineral aggregates and modified bituminous MATREX Liquid
Blend from the Matrex Company capable of coating wet aggregates
(up to 4% moist), without stripping and have stripping resistance
of retained coating of not less than 95%. The permanent asphalt
repair shall be uniform, remain flexible and cohesive to
- 26° C. (-15° F.) and be capable of retaining
adhesive qualities in wet applications. The patching material
shall be able to repair asphalt, concrete, surface treated
roads and not required to be removed and replace if ever
the pavement is overlaid.
MATERIALS
Aggregate The
aggregate shall consist of 100%-crushed limestone
or a laboratory approved equivalent under ASTM C-136.
All aggregate is to be from approved sources, and
representative
samples of both fine and coarse aggregate shall be
from the plant site and laboratory tested. Sampling
and testing methods shall be in accordance with accepted
local practice.
Gradation
analysis to comply with all local requirements.
Recommended gradation analysis is as follows:
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SCREEN SIZES |
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PERCENTAGE
PASSING |
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3/8" |
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90-100 |
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#4 |
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20-55 |
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#8 |
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5-30 |
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#16 |
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0-10 |
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#50 |
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0-5 |
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#200 |
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0-2 |
All
aggregate percentages are based on the total weight
of aggregate. ASTM C-88 Soundless 12.0%
Max.ASTM C-131 Los
Angeles Abrasion 40.0% MaxASTM C-117 #200
Sieve (by wash) 2.0% MaxASTM C-127,128 Absorption 1.0-2.0%
MaxASTM C-127,128 Specific
Gravity 2.55-2.75% MaxASTM C-123 Soft
Aggregates 3.0% Max
AGGREGATES
ACCEPTANCE
Aggregate
compatibility approval must be obtained from the Matrex
Company prior to material mixing at any mixing plant. Bituminous
Material
The
modified bituminous MATREX Liquid Blend shall
be from the Matrex Company meeting the following requirements:ASTM D-1310
Flashpoint (TOC). 94°C.(220° F.) min.ASTM D-2170
Kinematic Viscosity at 60° C (140° F) 300-4000ASTM D-95 Water
0.2% maximumASTM D-402 Distillate
Test: (Volume of original sample)To
225° C (457° F): NoneTo
260° C (500° F): 0-5 %To
315° C (600° F): 0-25 %Residue
from distillate at 360° C (180° F): 72-95%
RESIDUE
TESTS
ASTM D-2171 ABS.
Viscosity at 60° C (140°F):125-425 Poises
ASTM D-5 Penetration: 200
Minimum
ASTM D-113 Ductility
at 4° C (39° F) 1 Cm/Min: 100 Minimum
ASTM D-2042 Solubility
in Trichloroethylene: 99% Minimum
MATREX Liquid
Blend shall be shipped from an authorized blending
terminal locations only. Liquid Blend shall be completely
blended at terminal under supervision of authorized
Quality Control
personnel. No additives, modifiers, or extra
ingredients are to be introduced into the MATREX Liquid Blend
at any time after shipment from terminal. A copy of the bill
of lading and material certification shall accompany every
shipment. MATREX Liquid Blend shall be shipped in
insulated tankers to maintain oil temperature during transportation.
PLANT
MIX
The
cold mix shall consist of aggregates meeting material section
A) Aggregate and the bituminous MATREX Liquid Blend
meeting material section B) Bituminous material as indicated
in the proposed job mix formula.
Bituminous
material shall be accepted at the suppliers source and at the plant
site on the basis of a supplier material certification.
The
preferred mixing ratio shall be 5.5% MATREX Liquid
Blend or 110 lbs. per finished ton (2000 lbs.) of mixed material.
Continued onsite testing will determine exact final mixing
ratio, which will be identified in the final job mix formula.
All
aggregate percentages are based on the total weight of the
aggregate.
The bituminous MATREX Liquid Blend content
is based on the total weight of the mix.
The
job mix formula information shall provide:
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• Aggregate
gradation band and aggregate type.
• Bituminous
materials amount and type including any additives
if used.
• Temperature
ranges for material preparation.
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PLANT
PREPARATION AND OPERATION
The
mixture is to be produced through a conventional hot asphalt
plant or approved modified pugmill under the direct supervision
of a qualified quality control representative. The bituminous MATREX Liquid
Blend shall not be heated above 140° C (300° F).
The final mixture must be tested in accordance with Matrex
Companys Quality Control requirements.
STOCKPILE
INSPECTION
Prior
to production the stockpile site is to be inspected for any
contaminants such as dirt, sand or debris that may affect
the quality of the MATREX Performance Cold Patch.
The stockpile area should be a hard surface, preferably paved
with concrete or a bituminous surface.
SPECIFICATION
SAMPLING
A
quart sample of the MATREX Liquid Blend will be retained
at the asphalt depot prior to shipping. On delivery of the
tank truck, an authorized representative of the Matrex Company
will take an additional quart sample. This sample will be
returned to the laboratory for testing to ensure no contamination
has occurred in transit.
MATREX
QUALITY CONTROL
On
each load an authorized representative of the Matrex Company
will prepare a quality control report. All phases of production
of the plant operation and the material testing on each 150
ton of production will be prepared and entered accordingly
in each category.
The
following site tests will be completed including Spot Test,
Strip Resistance, Coating, Observation, and Roll Test. Typical
one-quart sample will be forwarded to the Matrex Company
for laboratory testing and review.
TRAINING
OF INSTALLATION CREWS
The
successful bidder must make available a complete training
program for all road crews to insure correct patching methods
along with updates on the subject. In addition, the supplier
must provide an installation chart to the volume of material
required to repair utility cuts and other excavated areas
for references by installers.
QUARTERLY
FIELD INSPECTIONS
MATREX stockpiles
will be inspected every three-months by an authorized representative
of the Matrex Company, who will perform ASTM D-1664 coating
and stripping tests on the MATREX Permanent Cold Patch.
Any unsuccessful tests will resolve in re-examination by
the technical section to examine the material. Any failed
product will not be shipped until the Technical section has
completed written authorization. The Matrex Company for future
reference will maintain records. A representative of the
company must approve the final mixture.
STOCKPILING
MATREX may
be stockpiled for up to 2 years in an uncovered outdoor stockpile.
TESTING
After
the cold mix is manufactured through the approved plant,
three further tests are conducted to meet specifications: ASTM D-2172 Extraction
of asphalt 4.5 7% Maximum
ASTM D-1664 Coating
and stripping tests for both wet and dry aggregates
The
cold mix, 50 grams is put into 400 ml. of distilled water
in a beaker and boiled for 3 minutes and stirred at 1 revolution
per second. Retained coating must be in excess of 95% for
passing.
Each
bidder must supply certified independent laboratory testing
that the Permanent Cold Patch has passed the OPSS1153 stripping
test 1153.08.01.01 testing.
LIFETIME
PERFORMANCE GUARANTEE
MATREX Permanent
Cold Patch when applied according to our directions to deteriorated
concrete or bituminous pavement surfaces is guaranteed to
adhere permanently to the repair area for the life of the
repair or until the surrounding pavement area failed. The
Matrex Company will replace actual tonnage of MATREX at
no charge for any MATREX Permanent Cold Patch that
should ever ravel or release from the area.
MATREX
COMPANY
99
North Port Road
Port Perry, Ontario
L9L 1B2 Canada
Tel.: 1 905 619-2525
Fax: 1 905 619-9781
Toll
Free:
1 866 242-2208
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