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Chaucer-LR 920724ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: ~'-~='-eiG int. :.~_ ~JO uwi, F,ssoc JailaS .:`iai1C~?- .,.L3~cS, ".appeli, 7'eXaS Project Name: Our Report No.: ~?20`a,'-i~ Date: O'?/24/9~ Soil Classification: TAN SAND ASP} 135 ASTM D-698 Soil I.D. Number: ~ Test Method: 130 Maximum Dry Unit Weight: 110.4 pcf 11.% Optimum Moisture Content: 125 Liquid Limit NIA % Plasticity Index N/F SAMPLE LOCATION: Natural material @ Block A LOL ii. ,20 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL 110 U ui .a - -+- - y. = 105 C7 3 ~ - ~ 100 ' ~~~ ~ 2ER0 AIR VOIDS CURVES FOR SPECIFIC GRAVITIES OF 2.80 ~ ~ 2.70 ~~ 2.80 85 BO 75111111111111III11iIIlIIIIIIIIIIIIIIIIIITTT-fY1V 0 5 10 15 20 25 30 35 40 ,.-4--5 MOISTURE CONTENT - % / _ ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 ~~/, (214) 620-8911 TESTEDfOR: .iF~ ~~_i..r .~~ ~ L'~ ~ i,'~~~.. .'?J ~.i`._~f~i ,~s ~•lJl_ ii=s~L.~~~ , Il`~L _ n PROJECT TEST DATA: ?~O~'P~LL , TCX~`~~ REPORT OF FIELD COMPACTION TESTS GATE: ~~ ~ .' ' -+ ' ". _ OUR RETORT NO. ~ 20 9 7 -' ~ TEST NO. DATE s~sv. asrrw ~o~~ ,e NYweww orT~wuw wo~srvws w~xiwuw ~~ ewr esws~*r rCr ~w rues wouruws r ~w uses owr esws~Tr rCI rsw cswt COwrACT10N COMM<NT• - 2~, Li~?~-~: li _: ll~.>~? lI :i2~ 9~3 1-~ 3 4 CJ , '4 s- T - , ~ ~ . ~;:' I 1 ~~ . r+ 1 I 1 i F-. `~' 1 - t-, lL . ~,'~/~: `t Lr ~ - ~ 1I C:~ 1If~'=} 11 1 I ~*-F i~d~ ? --t '1 .. ~ i < 't ~ 1 1 ~J 1 ~ ~ ' . '.-` 1. 1 . '`-~i 7 I 1 J ~~ ~~ j I. -~ t'Y . --T i... 1 ~ 1 ,. ~ .. ~ -. ~ ), .. - 1 i t TEST LOCATION: ~~_ t. . 5r 3`, '~ . Ui i'~ .iti . l.C;~~f~IL~'' L(~l ~ ILL i_?L_(.~i.tti '_ L~' i _ ' & ~:.~ ' OF f'v _i~; . t~clRf~IEt-' ~f~ ~ ~ LL ~iLVCt, r"- L :. c ~. _ ~ ~ 7~~ t`4 . ~J ~_ ,~;r1,•a;=~< Li;~ ~ I ~.i.. ~~ ~e:,`•. r'; ~.U T 1 1 '?rili;~ ,ti r'~ 1~_.1~1 Vii.. 1. i_. 1..11 „-, ~. ~ ~ .~. ~._~_ 1. FILL A. TEST RESULTS COMPLY WITH SPECIFICATIONS Res ully Submit 2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS PHA TES 4. D. RETEST