13026 Resubmission

Particle Size Distribution Report As per ASTM D 6913, D-7928 e ge e§ 8 see es 5 a% x8 oz g¢ §&§88 8 Es 100 T T rT TT rT N T T T OTN VY T Y way Wt ay at i Hl i || " I | 1 | uit * rT rwTT WT ae VOLT Ue HY LY WY yy ty eae 80 + + + +N + H + + VOTE UL TN I Wy ya yey eae 1 it | LENS | Hedi} tb aiti 70 T T l ml TTS T TTT a | i | 1 | | ol Hetil ou uel & 60 LAME Lt LUT Hi: Ltt ti Zz I | | it | | Nal} ol iii rs | Vl | Vall q * ! : rh th | ! iN Tl Ww | i | Q VTL WATT WAyq ft I wi 40 tT rt l TH rT i TTT Nt VEL WATT WE Wd yaya iN sd YUL LILA WE tats + UT CWT WT yy ay PTTL UL Vw A WEI fate a eiN 20 H. I [tl i i i | 1 i 1 PTY Eh CWT] Wel yay ea mot rTM EL tay ll Wa da ea 10 t tf u hh rT u i t ih 1t POUEWELL H Vay} Wy pay ba [~o 0 LA Lh UHL Heb tat i 100 4 0.1 0.01 0.001 GRAIN SIZE - mm. % 43" % Gravel % Sand % Fines 7 Coarse Fine Coarse Medium Fine Silt Clay 0.0 9.6 18.5 5.6 67 27.8 23.9 19 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT (X=NO) Reddish brown in color. silty sand with gravel. Sandy loam. T 100.0 3/4 90.4 sa a - Atterberg Limi : “4 19 PL= NP LL= NV Pl= NP #8 67.1 Coefficients #10 66.3 Dgp= 18.7733 Dgg= 13.8957 Deo= 0.4644 #16 63.8 B= 0.1949 D39= 0.0689 Di5= 0.0191 #30 61.0 10 0.0082 Cue 56.79 Coe 1.25 #50 56.8 Classification #100 45.0 = = AQ. 100 hs USCS= SM AASHTO= A-2-4(0) Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25, In-Situ %MC=12.7 F.M.=2.66 (no specification provided) Location: B-1, S-7 Sample Number: S-3 Depth: 23'-25' Date: 06/05/2025 ANS CONSULTANTS, INC. South Plainfield, New Jerse’ Project: Project No: _AOF-6133 Client: Hudson Engineering LLC JMA02P003, 262 Main Street, West Orange, NJ Figure 3 F 1 —