]1.6.4.8
Cement
Submit test results in accordance with ASTM C 150 portland cement and/or
ASTM C 59/C 59M5M ASTM C 59/C 59M5 and ASTM C 1157 for blended cement.
Submit current mil data.
1.6.4.9
Water
Submit test results in accordance with ASTM D 512 and ASTM D 516.
1.6.4.10
Reinforcement and Protective Coating
Provide coating manufacturer's and coating applicator's test data sheets
certifying that applied coating meets the requirements of ASTM A 934/A 934M.
1.6.5
Field Samples
1.6.5.1
Slab Finish Sample
Install minimum of 3 by 3 m 10 by 10 foot slab. Finish as required by
specification. [Silica fume manufacturer's supplier representative will
attend and advise.]
[1.6.5.2
Underwater Concrete Sample
Place concrete in four 5 gallon buckets below water. Permanently mark as "7
days," "14 days," "28 days," and "Extra." Include date and station.
Provide specimen sets at every 150 lineal feet of seawall [_____] with a
minimum of of one set per day of underwater concrete placement. Retrieve
specimens at specified intervals. Extract 100 mm diameter by 250 mm 4 inch
diameter by 10 inch long core and test in accordance with ASTM C 39.
]PART 2
PRODUCTS
2.1
CONCRETE
2.1.1
Durability and Strength
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NOTE: Abrasion is defined as an action where
concrete surfaces are exposed to wear. This may be
due to attrition by sliding, scraping, impact, or
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NOTE: Where severe abrasion due to ice, pebbles,
sand, or silt is expected, the specified concrete
compressive strength shall be at least 6000 psi 42
MPa. Where severe surface degradation of the
can be achieved by use of concrete aggregates having
equal or higher hardness than the abrading material
or by the provision of suitable coatings or surface
treatments. The specified concrete cover over
reinforcement in regions subjected to severe
abrasion shall be increased to allow for the
anticipation loss of concrete due to abrasion,
unless it is documented that adequate protective
SECTION 03311
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