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• <br />Appendix 4 <br />BH-I0 <br />TWY STA 0+25 <br />FLFV <br />1500 <br />1495 <br />1490 _ _ <br />1485 <br />460 <br />1475 <br />1470 <br />1465 <br />1960 <br />BN-II <br />4+25 <br />SOIL LEGEND <br />BORING NO. BN-13 BX-IC <br />LOCATION APRON 6+25 TWY. STA <br />ESLY_ <br />1500 <br />1495 <br />1990 <br />1485 <br />1980 <br />1475 <br />1970 <br />1465 <br />1460 <br />GENERAL NOTES: <br />I WATER TABLE AT 1465 MSL ON JAN 1.1988. <br />2 DEPTH OF FROST PENETRATION IS 6 INCHES. <br />3 WRINGS TAKEN ON JAN 1J968. <br />4 RUNWAY.TAKIWAY AND APRON PAVEMENT <br />DESIGNED FOR E-T SOIL,F-5 SUBGRAOE <br />AND 12.500LD GROSS WEIGHT <br />r <br />L <br />1--Of-1 <br />BH--lo <br />_.9-Bn-3 <br />'BORING No BH-1 8N-2 BN-3 <br />BWY. STA LOCATION 2+00 9+00 6+00 <br />1500 <br />1495 <br />SILTY CLAY 1990 <br />1985 <br />SILTY MATERIAL <br />1480 <br />CLAY 1475 <br />SOLID LIMESTONE 1470 <br />1465 <br />--- FINISHED GRADE 1460 <br />D <br />oY `.F �.♦a r 1>>.. <br />0 50100 200 300 400 <br />SCALE IN FEET <br />BH <br />011-9 BH-5 BH-6 <br />12+00 <br />1 <br />6H-11 B <br />BN-T BN-8 BN-9 <br />AERVILLE MUNICIPAL AIRPORT <br />MECHANICAL ANALYSIS AND <br />CLASSIFICATION OF REPRESENTATIVE EXAMPLES <br />MECHANICAL ANALYSIS <br />MATERIAL PASSING NC SIEVE <br />BORING SOIL LI910 PLASTICITY FAA <br />NO LAYER %RETAINED:COARSESAND FINE SAND COMBINED LIMIT INDEX CLASS <br />ON %MSS*10 %PISS 400 SILTBAAT <br />010 SIEVE RETO490 RET'D420O MASS [W <br />1 2 3.2 33 78 669 32.4 27 E-6 <br />2 2 8.5 15.1 10.2 79.7 361 12.7 <br />3 2 07 T.3 106 02.1 335 10.0 <br />4 2 67 176 102 72.2 470 25.2 <br />5 2 9.2 13.7 98 765 330 128 <br />6 2 27 89 6.9 82.7 34.2 5.9 <br />7 2 31 170 215 615 35.1 149 <br />6 2 21 1 14 0 T O 79 0 37.1 32 4 <br />9 2 0.5 5.5 2.0 67.5 62 0 25 6 E-10 <br />10 2 I5 12.0 10.3 TTT 397 63 E-6 <br />II 2 0.8 24 19 95.7 36.6 124 <br />12 2 21 11.6 66 616 330 9.A <br />13 2 1 2 T.9 9.8 82 3 30.8 9.1 <br />14 2 55 5.8 10.6 839 560 254 <br />10+00 24+00 32+00 34+00 36+00 BWY STA <br />ELEV <br />1500 <br />1495 <br />1490 <br />1485 <br />1900 <br />1475 <br />1470 <br />146s <br />1460 <br />4% <br />1 /9A9 f <br />NOTE TO DESIGNERS: <br />THESE BORINGS ARE SHOWN AS AN EXAMPLE <br />THE SPECIFIC NUMBER OF BORINGS NEEDED <br />FOR ANY GIVEN PROJECT WILL DEPEND ON <br />LOCAL CONDITIONS. <br />REVISION I BY IAPP'DATE <br />CITY OF AERVILLE <br />AERVILLE, USA. <br />AERVILLE MUNICIPAL AIRPORT <br />SOIL BORING PLAN <br />AND LOG <br />1 <br />LOG OF AUGER BORINGS <br />SPACE RESERVEDFOR <br />NECESSARY APPROVALS <br />(CONSULTING FIRM) <br />DRAWN BY I CHECKED BY <br />cn •v I nnrr (SHEET-- 1 <br />