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Tax 2011C-LR131105
Houston' 8701 John Carpenter Freeway, Suite 250 Austin. Dallas, Texas 75247-4640 Dallas 214.678.0227 Ph ASSOCIATES M San Antonio 214.678.0228 Fax www.hvj.com MAXIMUM rwmevry i ^nmq&&g TO: City of Coppell Keith Marvin, PE REPORT DATE: 11/512013 265 Century Parkway PROJECT NO.: DC1315100 Coppell, Texas 75019 SAMPLE NO.: 13-381 SAMPLED BY: F. Vincent PROJECT' Tax 2011 Sandy Lake Road Pavement Repair DATE SAMPLED: 11/412013 TESTED BY: M. Alfar DATE TESTED: 11/4/2013 TEST DATA TYPE OF MATERIAL Light Brownaayey Sand LIQUID LIMIT: 24 MAXIMUM DRY DENSITY: 123.7 pcf PLASTICITY INDEX: I I OPT. MOISTURE CONTENT: 10.6% SOURCE: Existing Subgrade LOCATION OF USE Sandy Lake Road. EB #2 lane, STA 97+50 METHOD OF TEST 1Z STANDARD ASTM D-698 p MODIFIED ASTM D-1557 126.0 125.0 124,0 123.0 1210 121.0 120,0 119.0 118,0 117.0 116.0 115,0 114,0 113,0 112.0 111,13 Aaron Pulpaneck, La Firm PE Registration Martin J. Elli6tyPE- DejVWer Firm PE Regl?fration W. F-000646 VIA) 15.0 17.0 Moisture Contai- C.) 9.2% Moisture = 4.2 10.6% Moisture = 3.6 (Optimum) 13.3% Moisture = 2,5 15.2% Moisture= 1.1 Ow 4�-ns and rpom A�e foraic ojo%�5j-, 'WM, a�hl iqlom aq,M,r 0"'WUk"I "i'nj "Ire n'rj �:, o� oui �=,w mu,i �e,(, �,� �� r qualilie, r �jp k'Wy �u v identmill or mwenell(; " T',hi., rer"m ma� nnt i,�, wqhmg 4,0 &"'ALLASOALCK*'VNqGcts\M3%DC131SIOO Tax 2OiI Sarldy Lake Rd. P&V*nwm RePak 01y Of COPPOWIPWOWSTroctor 13381 ExWng SubWade 04 TO: City of Coppell Keith Marvin, PE 265 Century Parkway Coppell, Texas 75019 Houston 8701 John Carpenter Freeway, Suite 250 Austin Dallas, Texas 75247 -4640 Dallas 214.678.0227 Ph San Antonto 214.678.0228 Fax www.hvj.com MAXIMUM DENSITY / OPTIMUM MOISTURE TEST REPORT PROJECT: Tax 2011 Sandy Lake Road Pavement Repair TEST DATA TYPE OF MATERIAL: MAXIMUM DRY DENSITY: OPT. MOISTURE CONTENT SOURCE: LOCATION OF USE: METHOD OF TEST 126.0 12.5 „0 124.0 123.0 122.0 121.0 c . 120.0 V S 119.0 a. C 1180 117,0 116.0 I15.0 114.0 113,0 112.0 111.0 7.0 Light Brown Clayey Sand 123.7 pd 10.6% Existing Subgrade Sandy Lake Road, EB #2 lane, STA 97 +50 C STANDARD ASTM D -698 REPORT DATE: 11/5/2013 PROJECT NO,: DC1315100 SAMPLE NO.: 13 -381 SAMPLED BY: E. Vincent DATE SAMPLED: 11/4/2013 TESTED BY: M. Alfar DATE TESTED: 111/4/2013 LIQUID LIMIT: In Progress PLASTICITY INDEX: In Progress E MODIFIED ASTM D -1557 9.0 11.0 13.0 1S 0 17'.0 Moisture Content Cc) Firm PE Registration I” F -000646 Soil Penetrome *pr Readin>zs^ 8.2% Moisture = 4.2 10.6% Moisture = 3.6 (Optimum) 13.3% Moisture = 15 15.2% Moisture = I. I wl flrIII r IIIri' I 16 ( rl itl,l ,�li;'I, +'do VIII i,,U,I r ('ll �ll��r% fll II r Of ul ur,lr� I I Ir ��, r r r �� Ip II },, rl �ra.l u .I fmI n,. , ,iTil ru ,, an - (if d "" r,I ml I[I f 11,,p,if n1l I6,I I . 1 ,, m'W , ,I/ 11,1. ilip i r IiI,,f III rn ( "pr, a d .r I,I III tuff ,I,f7uhll, r7 r.u{ off'' 'd 1,1u {r 171', GADAt.LASNDAL CIVIMolects120131DCt3t 5100 Tax 2011 Sandy Lake Rd. Pavement Repair Oty, of CoppeMProctorMPv octor 13389 Exis6np Subgr ado #4 P A 5 8 Fj N i z 3 a 3 9 g' g s 9� a O❑❑ ❑❑❑ a© ❑❑ 0 jy �s= 0 In cl LT z lq p cl m N a a :zc 0, N 2 A w � w �u,u"OpP)u» a s g g NN�iI� if, glog! in S c — z �m 4 Iw w o v 13 v LLL y w P ❑ ❑ ❑ ❑ ❑' ❑ ❑ ❑ ❑ ❑ ❑ ❑ TOO-�03 L P O ❑T'103OO ❑ O O p W � � cl � 4 i �I D .o 0 '5 0� fir N a a :zc 0, N 2 A w � w �u,u"OpP)u» a s g g NN�iI� if, glog! in S c N a a :zc 0, N 2 A w � w �u,u"OpP)u» a s g g NN�iI� if, glog!