13026 Resubmission

Particle Size Distribution Report As per ASTM D 6913 e ge «& e§ 2 ee see sss x8 <2 ££ $882 @ 558 100) T T TT T i TTT) MT | | | |i | I | 1 Util | fl im! Nl ! Heit tt 4 r {ii Wilh Wry eye ae | l | i I | | boli it 80 + - : . - re | | | I | I I Ty ot ail | | l i l I | 1 WT 70 T T al Ir l i & ml LIN I WL a) Zz i | | Il | I Py} ol Weyl z 1 {ih UITLN Wy faye at 5 50 q \ f n i jot Ww i | | | h) ot tii g Vi mea NG Hyd dad eae wi 40 T l mH t aT TT mT | Ui | |! | pera | I oiyil 20 LI CU WT ih 1 ! ii | ! ITN yt | Hl 1} | I | WI 20 | 4 i Hl 4 4 4 1 mili CUT MI Wy py eh | l | l I I Tr} od ail 10 T T Hi rT U T T T T T i i { |I 1 l Woyly ' Wy d Lh meee Ha ta al 700 10 1 0.4 0.0% 0.00% GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse| Medium Fine Silt il Clay 0.0 Ud 32.7 99 13.5 15.7 17.1 SIEVE PERCENT SPEC,” PASS? Material Description SIZE FINER PERCENT | (X=NO) Brown in color. silty gravel with sand 1.5 100.0 1 88.9 m | Aer ints 3/8 670 PL= NP LL= NV Pl= NP #4 56.2 Coefficients #8 473 Dgg= 27.8796 Dg5= 16.6778 Dgo= 6.0316 #10 463 Dgo= 3.1095 D3o= 0.2943 D45= #16 412 D409 Cue Coe #30 35.4 . Classification #50 30.2 - = Ads #100 38 USCS= GM AASHTO= A-1-b #200 17.1 Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=6.8 F.M.=4,10 (no specification provided) Location: B-1, S-3 Sample Number: S-! Depth: 4-6" 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 Fi | Figure 1