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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This was placed over a mm 4 in. 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. Mapping hazard from urban non-point pollution: The lowest values were due to clogging from fines.

View in Source Cite this paper. Show Additional Record Data. One objective listed is measuring surface infiltration to assess maintenance cleaning methods.

Standard Test Method for Infiltration Rate of In Place Pervious Concrete

Along these lines, proposed changes to C include the following: This is likely due to the speed and economy of conducting tests in this manner. Her observations regarding both pavement types are that they require regular vacuum sweeping in order to maintain surface infiltration rates.

Runoff transports solids to the upgradient edge of the permeable pavement surface. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. The solids concentrate and collect at this location as the runoff infiltrates through the surface.

Log In Sign Up. Brattebo University of WashingtonDerek B.

Hui Li 11 Estimated H-index: Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators. Smith, 1 Kevin Earley, 2 and Justin M.


Terry Lucke 11 Estimated H-index: This study was undertaken to compare measured values for both methods in the field on a variety of permeable pavements used in current practice. Like the above site, this PICP was constructed in lieu of a drywell drainage c17701 and according to the same New York State design criteria. Six Month Update November through April Visual inspection of concrete cores is the best approach for determining sealing of voids near the bottom of the pervious concrete slab.


Potential use of pervious concrete for maintaining existing mature trees during and after urban development.

Table 1 provides the test data for three test locations. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Figure 4 illustrates the apparatus.

ASTM C1701/C1701M – 17a

US EPA research objectives and parameters measured at the Edison, New Jersey, permeable pavements research facility Monitoring Objective Parameters Measured Hydrologic performance Volume, exfiltration rate Water quality Soils, indicator organisms, metals, nutrients, organic performance compounds Urban heat island effects Net radiation, infrared radiation, temperature Maintenance effects Surface infiltration rate, visual assessment Use Car counter, visual assessment Infiltrating water Water depth, redox, pH, conductivity, chloride parameters Link to Active This link will always route to the current Active version of the standard.

Liv Haselbach 10 Estimated H-index: It is recommended that future surface infiltration testing should strategically select fixed testing locations based on c1071 clogging patterns.

Masoud Kayhanian 30 Estimated H-index: Research was conducted on three different types of permeable pavement materials astmm 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.

Among those test methods is the single ring infiltrometer described in ASTM C developed to test surface infiltration of PICP, concrete grid pavements, and pervious concrete.


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. Conclusions The most common permeable pavement surfaces are pervious concrete, PICP and porous asphalt.

Remember me on this computer. These notes shall not be considered as requirements of the standard.

ASTM 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. Permeability predictions for sand-clogged Portland cement pervious concrete pavement systems.

Maupin 1 Estimated H-index: Understanding from a Laboratory Investigation journal of materials in civil engineering. Jun ChenHui Li. ASTM C is an inexpensive and rapid test method for measuring surface infiltration by simulating a small hydraulic head on the surface test area like those generated by intense rain storms and contributing runoff. Weiss 10 Estimated H-index: To further demonstrate the utility of this test method for PICP, results from two sites from 4Site Engineering in and are provided Lia and Lia b.

The PA results were comparable to some previously published studies and much less than others because of different PA surface course design gradations. Prowell 9 Estimated H-index: Lorimar Serrano 1 Estimated H-index: Help Center Find new research papers in: Sung-Bum Park 1 Estimated H-index: Abstract Fully permeable pavement is gradually gaining support as an alternative best management practice BMP for stormwater runoff management.

ASTM C currently requires that the mass of infiltrated water be determined so that value can be entered into a formula that calculates the surface infiltration rate.