ASTM C/CM: Standard Test Method for Infiltration Rate of In Place Pervious Concrete. Standard Test Method for. Infiltration Rate of In Place. Pervious Concrete. ASTM C/CM – 09 Download scientific diagram | Preparation of the infiltration ring for the ASTM C/CM test on PMPC and PA surfaces. from publication: The.

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Abstract Fully permeable pavement is gradually gaining support as an alternative best management practice BMP for stormwater runoff management.

This was placed over a mm 4 in.

ASTM C / CM – 17a Standard Test Method for Infiltration Rate of In Place Pervious Concrete

Inthe U. View in Source Cite this paper. Masoud Kayhanian 30 Estimated H-index: These notes shall not be considered as requirements of the standard. This framed area should represent the percentage of open area in the overall surface to best characterize surface infiltration. The literature demonstrates Chopra and Vancura that permeable pavements can experience a reduction in their surface infiltration rates especially if not maintained with vacuum sweeping.

Understanding from a Laboratory Investigation. Randomly selected locations across each area were tested periodically about monthly cc1701, and other measurements were made quarterly at fixed locations.

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Standard Test Method for Infiltration Rate of In Place Pervious Concrete

Like the above site, this PICP was constructed in lieu of a drywell drainage system and according to the same New York State design criteria. The primary solids source was the upgradient impermeable asphalt driving lanes.

Long-term stormwater quantity and quality performance of permeable pavement systems. Other Papers By First Author.

The longevity was attributed to the clogging mechanism. The post-construction pavement surface infiltration results there demonstrated an average rate of 1. Her observations regarding both pavement types are that they require regular vacuum sweeping in order to maintain surface infiltration rates.

Permeability predictions for sand-clogged Portland cement pervious concrete pavement systems. The surface infiltration rates of both PC sections were about twice as large as PICP, and all three were more than one order of magnitude larger than PA.

ASTM C1701/C1701M – 17a

Jun Chen ast Estimated H-index: Test results are also referenced from US EPA surface infiltration testing that used a modified version of C at a permeable pavement research facility in Edison, New Jersey, consisting of PICP, pervious concrete, and porous asphalt.

Mapping hazard from urban non-point pollution: Astrid Volder 17 Estimated H-index: It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. As a sister sustainable pavement to pervious concrete, permeable interlocking concrete pavement PICP has seen increased use for stormwater management and low impact development LID.


Experimental investigation on evaporation rate for enhancing evaporative cooling effect of permeable pavement materials. Combining values from the two systems may result in non-conformance with the standard.

Even when one test measured that the surface was clogged near the upgradient edge, the effect was generally diluted by averaging with the larger infiltration rates from unaffected locations.

D1701 parking facility is illustrated in Figure 3 with the three permeable pavement surfaces each approximately m2 5, sf. Smith, 1 Kevin Earley, 2 and Justin M. This did not produce a meaningful change in infiltration rate to suggest maintenance was needed for the entire surface area. Hide Additional Record Data.


Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators. Booth University of Washington.

There are millions of square meters of each in service.