APÉNDICE DOS Registr de Barrens APÉNDICE DOS Registr de Barrens y Resultads de Pruebas de Labratri 20 YEARS Cnsulting Getechnical Engineers PO Bx 270328, San Juan, PR, 00927-0328 A2

60 Atterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils / 50 (t. } r / / X LrJ z / tsg C] tr 5(L a v $ Ti '6 - L E. E a f f X 0) -c E a a E U) F p ( 10 MLrOL MHcrr OH 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT SYMBOL SOURCE SAMPLE NO. DEPTH SOIL DATA NATURAL WATER CONTENT (ll PLASTIC LIMIT l/\ LIQUID LIMIT (ll PLASTICITY INDEX (/l a I 50-52 30 22 44 22 CL GEO ENGINEERING INC. San Juan, Puert Ric Glient Ray Architects and Engineers Prject Cnedr Hatill-Aguadill4 PR-22 Priect N.: Ge-731-2010 Fiqure uscs Tested By: R. Burgs Ghecked By: J.C. Le6n

Atterberg Limits Test Results -- ASTM D4318 Dashgd line indicates the apprximate uppef limit bundary fr natural sils X 'U z ts L) tr U) -t (L Ti '6 - E E.c.,g c. E a f J X -c e SYMBOL gource SAMPLE NO. I 2 2 DEPTH 4-6 13-15 50 60 LIQUID LIMIT SOIL DATA NATURAL WATER CONTENT (al 30 32 PLASTIC LIMIT (ll aa JJ 35 LIQUID LIMIT (/ 7l 82 PLASTICITY INDEX Ill 38 47 uscs CH CH U) E a c F GEO ENGINEERING INC. San Juan, Puert Ric Glient Ray Architects and Engineers Prject Cnedr Hatill-Aguadillq PR-22 Priect N.: Ge-731-2010 Fiqure Tested By: J. A. Pdrez I R. Burgs Ghecked By: J.C. Le6n

Atterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils il z b30 tr a 5(L E C(U - -c E -c e LIQUID LIMIT c.q E c) -c a SYMBOL SOURCE SAMPLE NO. a J DEPTH 6-8 SOIL DATA NATURAL WATER CONTENT (/l 35 PLASTIC LIMIT (l 28 LIQUID LIMIT (l 69 PLASTICITY INDEX (%l 4t USCS CH a 5 Xc) I a J 43-45 35 J) 95 60 CH 0) -c,,9 E(I' a a c) F. GEO ENGINEERING INC. San Juan. Puert Ric Glient Prject Ray Architects and Engineers Crredr Hatill-Aguadill4 PR-22.: Ge-731-2010 Tested By: J. A. P6rez r R. Burgs Checked By: J.C. Le6n

,9 E$ Atterberg Limits Test Results '- ASTM D4318 60 Dashed line indicates the apprximate upper limit bundary fr natut'al slls I 50 Y x uj z 40 / bg (J tr a (L 20 s.w c) c (U - q) E e.).c a 5. U) E X 10 MLcrL MH )r H I 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT SYMBOL SOURCE SAMPLE NO. I 5 4-6 SOIL DATA NATURAL DEPTH WATER PLASTIC CONTENT LIMIT (l (%l 47-49 32 4T LIQUID LIMIT (ll 34 64 88 PLASTICITY INDEX (ll 30 56 uscs MH CH a 5aL c) -c F GEO ENGINEERING INC. San Juan, Puert Ric Client Prject Ray Architects and Engineers Crredr Hatiil-Aguadilla" PR-22 Tested By: J. A. P6rez I R. Burs Checked By: J.C. Le6n

Atterberg Limits Test Results -' ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils c '6 - L -c E B C.q E q) a a X SYMBOL SOURCE SAMPLE NO. I 8 8 ML r OL DEPTH 6-8 43-45 LIQUID LIMIT SOIL DATA NATURAL WATER CONTENT (/\ 25 24 PLASTIC LIMIT (Yl 23 t7 LIQUID LIMIT (ll 50 36 PLASTICITY INDEX (ll 27 19 uscs CH CL e L ( U' tt, t U) F GEO ENGINEERING INC. San Juan. Puert Ric Glient: Ray Architects and Engineers Prject: Cnedr Hatill-Aguadill4 PR-22 Tested By: J. A. P6rez I R. Burs Checked By: J.C. Le6n

Atterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils c).e $ -L E -c e 50 60 LIQUID LIMIT c.9 a 3 ': a SYMBOL SOURCE SAMPLE NO. I 9 9 DEPTH 8-10 28-30 SOIL DATA NATURAL WATER CONTENT (ll 2T 22 PLASTIC LIMIT (ll l4 18 LIQUID LIMIT (ll 36 45 PLASTICITY INDEX (ll 22 27 USCS CL CL E x (U ct) a q F GEO ENGINEERING INC. San Juan. Puert Ric Clienfi Ray Architects and Engineers Prjecfi Crredr Hatill-Aguadilla PR-22 N.: Ge-731-, Tested By: R. Burgs Checked By: J.C. Le6n

Afrerberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils E c( - E e c. C) -c SYMBOL SOURCE SAMPLE NO. DEPTH SOIL DATA NATURAL WATER CONTENT (%) PLASTIC LIMIT (/l LIQUID LIMIT (/l PLASTICITY INDEX (ll O 10 8-10 15 l5 36 21 CL USCS U' :J X.c,.9 (g ae F GEO ENGINEERING INC. San Juan. Puert Ric Glient: Ray Architects and Engineers Prjeck Crredr Hatill-Aguadilla, PR-22 Tested By: J. A. P6rez Ghecked By: J.C. Le6n

Gran Size Distributir nreprt -- ASTM D422 100 90 z v v lr t- 2 5 0 ul c) i l 4 0 0- f F E t r f-]-l ttlil N ( i +t :fl ffi -it-t-_l i t i ilil l titi f-.t--t----l It+l i tii l < f d @ N It +h +t :lt t+ 30 20! c '6-3 E t- c 'i5 -c a f, a J () X 0)! l; a a c) E $ a E,c L (! c c$ lc Ch ) E E( a c a $ _c F 10 % +3" Opening 100 10 1 0.1 0.01 Size Finer #200 34 * (n specifi catin prvided) GPAIN Sl7tr - mm % Gravel % Sand % Fines Garse Fine Carse Medium Fine silt Clav 34 TEST RESULTS Percent Spec.* (Percent) Pass? (XFail) Material Descriptin Atterberq Limits (ASTM D 4318) PL LL Pl Glassificatin USCS (D 24871 AASHTO (M 145) Gefficients Dgg DBS D6O D50 D30 D15 D10 Gu Cc Date Received: Tested By: R. Burgs Checked By: J.C. Len Title: Labratry Manager Date Tested: 5/5/10 Surce f Sample: 8 Depth: 23-25 Date Sampled: GEO ENGINEERING INC. San Juan, Puert Ric Client: Ray Architects and Engineers Prject: Crredr Hatill-Aguadilla, PR-22 Priect N: Ge-731-2010 Fiure

Atterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils ]cl.c - 3 MH r OH E 50 60 c.g E a U) f E X SYMBOL O I SOURCE Shelby B-2 Shelby B-2 SAMPLE NO. DEPTH 4.5-5 7-7.5 SOIL DATA NATURAL WATER CONTENT (ll PLASTIC LIMIT (ll 28 27 LIQUID LIMIT (/"1 69 67 PLASTICITY INDEX (/l 4l 40 uscs CH CH,p E(U E a. L U' F GEO ENGINEERING INC. San Juan. Puert Ric Client: Ray Architects and Engineers Prjecfi Cnedr Hatill-Aguadill4 PR-22

Afterberg Limits Test Results -- ASTM D43{8 Dashed line indicates the apprximate upper limit bundary fr natural sils x IJJ z tg (Jl Fl @ 1i (L. ML r OL 50 60 LIQUID LIMIT SYMBOL SOURCE SAMPLE NO. DEPTH SOIL DATA NATURAL WATER CONTENT (/l PLASTIC LIMIT (ll LIQUID LIMIT (l PLASTICITY INDEX (ll USCS Shelby B-3 5-6 31 60 29 CH I Shelby B-3 6.5-7 32 83 51 CH GEO ENGINEERING INC. San Juan. Puert Ric Tested By: O. St Glient Ray Architects and Engineers Prject Cnedr Hatill-Aguadilla PR-22 Checked By: J.C. Le6n

Afterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils E c '6.cI L -c E,9 c.9 -c f x SYMBOL I A SOURCE Shelby B-8 Shelby B-8 Shelby B-8 SAMPLE NO. DEPTH )-).) ).)- 6-8 LIQUID LIMIT SOIL DATA NATURAL WATER CONTENT (ll PLASTIC LIMIT (/"1 l8 23 24 LIQUID LIMIT (/"1 43 48 46 PLASTICITY INDEX (ll 25 25 22 USCS CL CL CL -c a L a F GEO ENGINEERING INC. San Juan, Puert Ric Client Ray Architects and Engineers Prject: Crredr Hatill-Aguadill4 PR-22 N.: Ge-731-2010 Tested By:O. St no. St ng. S6nchez Ghecked By: J.C. Le6n

Atterberg Limits Test Results -- ASTM D43{ 8 Dashed line indicates the apprximate upper limit bundary fr natural sils E c(5 - ML r OL -c E e C.9 ().c, U' 5 x SYMBOL I A SOURCE Shelby B-9 Shelby B-9 Shelby B-9 SAMPLE NO. DEPTH 4-5 5-6 7.5-8 LIQUID LIMIT SOIL DATA NATURAL WATER CONTENT (ll PLASTIC LIMIT (%l t4 2l t7 LIQUID LIMIT (ll 35 44 30 PLASTIClTY INDEX (ll 2l )? 13 uscs CL CL CL (U a F GEO ENGINEERING INC. San Juan, Puert Ric Glient Prject Ray Architects and Engineers Crredr Hatill-Aguadill4 PR-22 Tested By: O. St I O. St a G. Sdnchez Ghecked By: J.C. Le6n

Atterberg Limits Test Results -- ASTM D4318 Dashed line indicates the apprximate upper limit bundary fr natural sils 40 xl ul -H g F: U,' 5. 20 <; c '6 - E -c e LIOUID LIMIT E.g a f SYMBOL SOURCE SAMPLE NO. O Shelby B-10 DEPTH 4-4.5 SOIL DATA NATURAL WATER CONTENT t%) PLASTIC LIMIT lll 13 LIQUID LIMIT (ll 22 PLASTICITY INDEX (l 9 uscs CL.z a E x.c, e L I A a Shelby B-10 Shelby B-10 Shelby B-10 4.5-5 7.5-8 6.s-7 l5 t2 t2 32 26 27 t7 I4 l5 CL CL CL E F GEO ENGINEERING INC. San Juan, Puert Ric Glienfi Ray Architects and Engineers Prject Crredr Hatill-Aguadilla" PR-22 Tested By: R. Burgs I R. Burgs n R. Burgs J. J. Rivera Checked By: J.C. Le6n

20 YEARS Cnsulting Getechnical Engineers PO Bx 270328, San Juan, PR, 00927-0328