13026 Resubmission

Particle Size Distribution Report As per ASTM D 6913, . eg efLeegef ° 2° 88 ¢ ge22855 2 2 g2¢ 2 $25 100 T l AN Ty l l T >t) ayy | i byt R | |i | | Hef by i ayy 90 ! M 1 | || L H ! ! | ttt | | Ly AE I | I | Py) ob iit 1 | H | t fl I i | I Py} ot Wil 80 + H +--+ \ tt tf +t + +—tt | I P yi oi I | Hoyt} bowie 0 | l Ltt tn | I Hoyt} td dill T T a a T 1 w | I byt ot fl \ | l Woyty t aye wi 60 | L Lit tt tt or I | 1] ot = Zz I l Eyl ot i j \ I Woy by tye | I Py ot fl j \. I Weyl y i ll 5 50 i f oe et n f i 1 tlh uw | i | | | Py} od Wi ° POTAIPET Et qe EEL WT tay tay Ww 40 T t T_T t Nir pty yr | | ae | I | hey | Py or Wy 30 | i Lit tt fi l | N Lyd Wt | | i | I I iN Py) or qi | j oe || I I I \ 1 Uti 20 } " i. | jo . HT J } i 1 POMPE EW CUTE Wy yt A f | l ee | | I | 1} 1 Sy 10 t t a l u t 71 . | I Ey ti ot | | i I I} to Wy 0 | 1 (oe i I | Lyte 7 70 1 0.1 0.01 0.001 GRAIN SIZE - mm. % +3" % Gravel % Sand % Fines Coarse Fine Coarse| Medium Fine Silt [ Clay 0.0 6.4 32.7 12.6 19.0 18.4 10.9 SIEVE PERCENT SPEC.” PASS? Material Description SIZE FINER PERCENT | (X=NO) Reddish brown in color. poorly graded sand with silt and gravel 1 100.0 3/4 93.6 A oe - Atterberg Limits #4 609 PL= NP LL= NV Pl= NP #8 50.2 Coefficients #10 48.3 Dgo= 16.8733 Dgg= 14.4169 #16 42.3 Ds50= 2.3156 D39= 0.4448 #30 34.4 10= Cue #50 24.1 7 . Classification #100 16.3 = sp. = Ade #200 10.9 USCS= SP-SM AASHTO= A-l-a Remarks Sample was dropped off by client on 06/03/25 and tested on 06/ 05/25. In-Situ %MC=5.8 F.M.=4.03 (no specification provided) Location: B-2, S-3 Sample Number: S-4 Depth: 8'-10' Date: 06/05/2025 ANS CONSULTANTS, INC. South Plainfield, New Jerse Client: Hudson Engineering LLC Project: JMA02P003, 262 Main Street, West Orange, NJ Project No: _AOF-6133 Figure 4 F 1