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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Historical Version s – view previous versions of standard. She is also investigating water volume and pollutant removal from these pavements. The primary solids source was the upgradient impermeable asphalt driving lanes. The results showed that: Long-term stormwater quantity and quality performance of permeable pavement systems.

There are millions of square meters of each in service. Jun ChenHui Li.

Mapping hazard from urban non-point pollution: Brattebo University of WashingtonDerek B. Jump to main content. Click here to sign up. Infiltration rates were significantly different across each pavement type. 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.

Broadening the application of ASTM C to characterize the surface infiltration of more 1c701 just pervious concrete enables an objective comparison of the performance other pavement systems designed to reduce stormwater runoff. Surface infiltration measurements are measured monthly in both areas with a modified version of ASTM C to characterize the clogging potential of each surface and when cleaning might be required.

Remember me on this computer. On both sites, the jointing stones are removed between the joints under the ring and filled with plumbers putty to further direct the water downward.

This was constructed aztm lieu of a drywell drainage system. Smith, 1 Kevin Earley, 2 and Justin M.

Prowell 9 Estimated H-index: One objective listed is measuring surface infiltration to assess maintenance cleaning methods. Other Papers By First Author. This could eliminate the use of a scale on the test site. Maupin 1 Estimated H-index: The parking facility is illustrated in Figure 3 with the three permeable pavement surfaces each approximately m2 5, sf. Borst reports using a modified version of C to test PICP, pervious concrete, and porous asphalt as part of a nationally visible evaluation of these pavements.


The pervious concrete pavement industry elected to use method 2 i. Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots.

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

A bucket or other suitable container s with graduations related to the mass of water could obviate a scale on the site while still providing the mass of water dispensed during the test. The ASTM method is written specifically for pervious concrete, so additional research is zstm to determine the applicability of this f1701 to other permeable pavement types.

Comparing the two pervious concrete sections, the 0. This framed area should represent the percentage of open area in the overall surface to best characterize surface infiltration.

Research was conducted on three different types of permeable pavement materials pervious concrete, porous asphalt, and permeable interlockng concrete pavers in order to evaluate how testing sites should be selected and how results should be interpreted to assess surface condition.

Are you looking for To further demonstrate the asfm of this test method for PICP, results from two sites from 4Site Engineering in and are provided Lia and Lia b.

The longevity was attributed to the clogging mechanism. The lowest values were due to clogging from fines. View in Source Cite this paper. Liv Haselbach 10 Estimated H-index: Gordon Mitchell 21 Estimated H-index: Combining values ashm the two systems may result in non-conformance with the standard. Log In Sign Up. Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators.


Jun Chen 5 Estimated H-index: The ASTM method ASTM C for measuring infiltration rate of in-place pervious concrete provides limited guidance on how to select testing locations, so research is needed to evaluate how testing sites should be selected and how results should be interpreted to assess surface condition.

Runoff transports solids to the upgradient edge of the permeable pavement surface. Referenced Documents purchase separately The documents astn below are referenced within the subject standard but are not provided as part of the standard. The PA results were comparable to some previously published studies and much asgm than others because of different PA surface course design gradations.

The surface infiltration rates of both PC sections were about c170 as large as PICP, and all three were more than one order of magnitude larger than PA.

Hide Additional Record Data. Astrid Volder 17 Estimated H-index: 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.

ASTM C1701/C1701M – 17a

Erdem Coleri 6 Estimated H-index: Hui Li 11 Estimated H-index: Conclusions The most common permeable pavement surfaces are pervious concrete, PICP and porous asphalt.

Sstm C test apparatus at a public library parking lot After pre-wetting, ASTM C test method was conducted in April, during the first months of service that resulted in an average infiltration rate of 3.

In ascending cost order they include 1 visual inspection during or immediately after a rainstorm for ponding; 2 measuring surface infiltration on sampled small areas; 3 generating synthetic rainfall and runoff for a distinct rain event which often involves a rain simulator; and 4 continuous monitoring of rainfall cc1701 surface runoff usually over a period years.