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Taj Bahadori <br />July 13, 2015 <br />Page 6 of 6 <br />• Similar to Test Series 3, the post -peak strength at normal stress of 1,000 psf was <br />below (365 psf) the specified minimum of 404 psf. The post -peak strength at <br />4,000 psf normal stress was also slightly lower at 1,135 psf v. specified <br />minimum of 1,174 psf. All other post -peak strengths at 6,000, 8,000 and 12,000 <br />psf normal stress exceeded the specified minimum values. <br />Attachments - Tables 1 through 3 <br />Appendix A - SGI Test Report <br />PA14 Projects\14-101 ( SJCDPW North County and Foothill)\Correspondence\Memo - Foothill Interface Shear Strength Test Results.doex <br />