Laserfiche WebLink
• <br /> • <br /> KL E/NFEL DER• <br /> Bnght People.Right SolutioM. <br /> • <br /> • Table 4 <br /> Corrosivity Test Results <br /> • <br /> • Minimum Soluble Soluble <br /> • <br /> Boring Depth Resistivity pH Sulfate Chloride <br /> (ft) (ohm-cm) Content Content <br /> • (mg/Kg) (ppm) <br /> • B-4 2.5 - 5 7,300 10.1 130 ND <br /> • <br /> • These tests are only an indicator of soil corrosivity for the samples tested. Other soils found on <br /> • site may be more, less, or of a similar corrosive nature. Imported fill materials should be tested <br /> • to confirm that their corrosion potential is not more severe than those noted. <br /> • <br /> • Resistivity values between 5,000 to 9,999 ohm-cm are considered moderately corrosive to <br /> • buried ferrous metals (Roberge, 2006). The concentrations of soluble sulfates indicate that the <br /> • subsurface soils represent a Class SO exposure to sulfate attack on concrete in contact with the <br /> soil based on ACI 318-14 Table 19.3.1.1 (ACI, 2014). Therefore, in accordance with ACI <br /> • Building Code 318-14, no special provisions for selection of cement type are required. <br /> • <br /> • Kleinfelder's scope of services does not include corrosion engineering and, therefore, a detailed <br /> • analysis of the corrosion test results is not included. We recommend the review of these results <br /> • and consultation of a corrosion expert for further evaluation, if necessary. <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • 20203884.001A/SEA20R110164 Page 23 of 28 June 1, 2020 <br /> ©2020 Kleinfelder <br /> • <br /> • <br />