Geotechnical Investigation Report - The City of San Antonio

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APPENDIX A LABORATORY TEST RESULTS SUMMARY
LABORATORY TEST RESULTS SUMMARY Project Name: Perimeter Road Est Phase 2 Project Number: AG 06 24042 Boring No. Depth (ft) % Passing No. 200 Sieve Liquid Limit (%) Plasticity Index (%) Moisture Content (%) Wet Unit Weight (pcf) Dry Unit Weight (pcf) Compressive Strength (tsf) Hand Penetrometer Reading (tsf) B-1 2-4 94.2 77 56 30.9 2.25 4-6 2.0 6-8 94.4 77 54 29.5 1.25 8-10 2.0 B-2 2-4 85.9 59 42 24.7 1.75 4-6 1.75 6-8 89.4 72 45 31.6 1.0 8-10 2.0 B-3 2-4 95.6 88 67 34.4 1.5 4-6 94.4 87 66 32.3 2.25 6-6.5 1.75 8-9.5 96.9 59 38 20.9 B-4 2-4 22.3 35 12 11.7 4-6 1.5 6-8 94.1 81 54 31.1 1.75 8-10 4.5+ APPENDIX A-1
Page 1 and 2: GEOTECHNICAL INVESTIGATION REPORT N
Page 3 and 4: TABLE OF CONTENTS I. EXECUTIVE SUMM
Page 5 and 6: I. EXECUTIVE SUMMARY HVJ Associates
Page 7 and 8: Standard Penetration Tests (SPTs) w
Page 9 and 10: y approximately five (5) feet of re
Page 11: ILLUSTRATIONS
Page 16 and 17: Project: New High Speed Taxiway on
Page 18: Project: New High Speed Taxiway on
Page 22 and 23: LABORATORY TEST RESULTS SUMMARY Pro
Page 24 and 25: June 10, 2012 Mr. John Bush, P.E. A
Page 26 and 27: ILLUSTRATIONS PLATE SITE VICINITY M
Page 28 and 29: 10” JRCP or 10” JRCP 4” HMAC
Page 30 and 31: 2.2 Sampling Methods and Field Test
Page 32 and 33: San Antonio, TX is located within t
Page 34 and 35: Borehole Number Table 5-1 - Summary
Page 36 and 37: Effective Modulus of Subgrade React
Page 38: ILLUSTRATIONS
Page 43 and 44: Project: Perimeter Road Est Phase 2
Page 45: Project: Perimeter Road Est Phase 2
Page 51: Table of Contents Miscellaneous Doc
Page 55 and 56: DHL Analytical CLIENT: HVJ Associat
Page 57 and 58: DHL Analytical CLIENT: HVJ Associat
Page 59 and 60: Page 1 1993 AASHTO Pavement Design
Page 61 and 62: Page 1 1993 AASHTO Pavement Design

Geotechnical Investigation Report - The City of San Antonio

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