13026 Resubmission

Particle Size Distribution Report As per ASTM D 6913, D-7928 2 : S cg ef 828 £ Sé3 £5 58 =z & 82 8 EEE 100| T l Ty TT l T T)I) Wy | i Le | | Weyl y boyy i WWE} tt l ! He tid 4 ! a CHT CTT irre ay i | Pyle ot fl | I I Ty ot ayy 80) Y py i ! Ho | YT TNL Il | | | Py od ayil 7 | 1 | t fl l I I | Py od afl T l Tr T T rr POUT CN Wy pry ran G60 Lo A z2 | I ee ee IN 1 Hoyt} tay 7 ETM LLL AETTILL ted HY y PP ey ee 5 60 \ f pty f Sot! re re ir | l a en) | AL | | 1) ob iyi g ee Wa Let eit ir \ w 40 T rT tht t l Kw TTT TH PWT fe aR HW} )NGey edit a0 oe HLT AA th | i Fy root | ! | 1 oli | | Py ti ot fl | I i} INL ULI 20 i " Jt} 4 i i i i i Hoy PUNT WT WTP ya A i | ee || | l I 1} UNI 10 t t 4th t t TT I | Py tf ot fl I i Weyl} t yy A LLM ELL HLL LL allht| Pprerce ond ral 100 10 0. 0.01 0.00 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 21.9 16.8 8.6 13.1 30.4 73 19 SIEVE PERCENT SPEC.* PASS? Material iption SIZE FINER PERCENT (X=NO) Brown in color. poorly graded sand with silt and gravel. Sand 1.5 100.0 1 78.1 mw | mt a 3/8 673 PL= NP LL= NV Pl= NP #4 61.3 Coefficients #8 53.8 Dgo= 33.0166 Dgs= 30.4032 Dgo= 4.2394 #10 52.7 D5o= 1.3660 D3o= 0.2653 Dy5= 0.1322 #16 49.0 D49= 0.0828 Cy= 51.22 Co= 0.20 #30 44.2 Classification #50 32.8 —y a SUTOS Acd.l #100 170 USCS= SP-SM AASHTO= A-I-b #200 9.2 Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=12.7 F.M.=3.96 (no specification provided) Location: B-1, S-6 Sample Number: S-2 Depth: 18'-20' Date: 06/05/2025 ANS CONSULTANTS, INC. | Client: Hudson Engineering LLC Project: JMA02P003, 262 Main Street, West Orange, NJ South Plainfield, New Jerse ProjectNo: _AOF-6133 Figure 2 F 1