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Arbor Manors-LR080328 04/25/2008 11:51 9724068023 ALPHA TESTING PAGE 01/02 I~A TEST/NG,/NC. 2209 WIsconsin St, Suite 100 Oaf/as, Texas 75229 9121620-8911 - 912/263-4937 (Me/'re) FAX: 972/406-8023 ( DAilY FIELD REPORT TESTED FOR; John Baker COf'lJoration C/O Priority Development. LP Houston, Te)(as DATE: 03/28/08 PROJECT' Arbor Manors Coppell, Texas OUR REPORT NO.. 080332-1 TECHNICIAN: CP WEATHER: Clear TEMPERATURE RANGE: 65 to 85 THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED WHILE ON SITE THE TECHNICIAN OBTAINED:2 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS THE SAMPLES WERE OBTAINED FROM THE FOLLOWING LOCATIONS: 1,) AMBER WOOD DRIVE AT STATION 10+00 2,) AMBER WOOD DRIVE AT STATION 11+00 LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE REPORT CONTRACTOR, WITH RODMAN EXCAVATION. WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS, AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE, em OF COPPEll ATTN: ENGINeERING DP", .,/' Fa.; (972) 304.7041 QI033M'I'I2' 11~ Respectfully Submitted, '-~ Sampson Chan ALPHA TESTING. INC. ()ur lli8\ r""IH1:-. ;:lntl (~Dt:lr't:".. :u"C: '0, Ihfll!'."u~llIf! U."l)r IhCl Cher\l (end ttulllr de'l-'lI',lft't rnclpranlfll)n fll~ In our ('I'l'fIcr.) 'IncJ ~r'li"1 not be reprt:ldueNllnt:1'or IjIS:trlDvI~d ..cltpt wi'" '!'l(I''''!lIfl &pl'ro".1 0' Alpha. Tn. utoiO or our n:'ll"lc.:lncJ I'Jr.1 r'lIl":.un:o Inul" ~r:':llYt:' our lNfiUfln I1PFrovOI. Tnl rcI::;ull!..sr\('1 "'ptU1~ ~J.\j)I~ onlv 10 thf! umD~' m~le(J !n<t/or DbstI'VJJ". ..nti 3,. nQllndlc.:t"". or tn, qu:\llue. of ~pp:.tenU.~ 1t1"n~r.;lI or almll€u H)'-Icirn~r'tr. Geotechnical Engineering Pi Construction Materials Testing Il' Environmental Engineering N,I Consufting B4/25/2BBB 11:51 9724B6BB23 ALPHA TESTING PAGE 02/02 ex DATE: 03/28/08 .. I~A TESTING. INe. 2209 WIsconsin St., Sulfa loa DOllos, rexc~ 75229 972/62()..891 J. 9721263-4937 (Me/ro) FAX: 9721406-802J TESTED FOR: John Baker COfporation CIO PrIority Development. LP Houston. TEXAS OUR REPORT NO.: 080332-3 MATERIAL DESCRIPTION: REDDISH TAN SANDY CLAY CLASSIFICATION: (el) SAMPLE LOCATION: AMBERWOOD DRIVE AT STATION 11+00 PROJECT: Arbor Manors Coppell. Tex6li TEST METHOD: ASTM D698-A SOIL 10 NUMBER: :2 MAXIMUM DRY UNIT WEIGHT: 106.4 PCF OPTIMUM MOISTURE CONTENT: 17.9 % LIQUID LIMIT: 49 PLASTIC LIMIT: 19 PLASTICITY INDEX: 30 0/0 FINER THAN NO. 200 SIEVE: 64% MOISTURE DENSITY RELA rlONSHIP 120 115 110 '- -_. ---- --- -- --1- -_..-- ....- "1-" -.- -I-- -- ,. - __'--'- _ __+_,.. - -. f- 5% 10% 15'11. 20% MOISTURE CONTENT 25% 30% 350/0 :b:m~, __ Sampson Chan ALPHA TESTING. lNC, 0..... I",l f'ftsulls \\nil "'''''''5 Dl"8 tor Iha ollc:lu.I..,. un Dr tf'Wt ell_"1 (and '''e1' dD510ft~t"o Nclj)ief'Tl'l'i on IIlell\ our DHiet) ....1:1 W\611 MI bo l'tIDteduaad ot'ldltJr en, ~Itd "..-opl WUh nkprnt .ppntv.1 Of '-'Iptw. Tht ,'... Df Ol.ll' name Md IDat ""ullt must ntcely. au' wrl11... wrov.. T...~ rflllllt'S and MJlart, f1"ly onty 10 'f\6 l....cl.~ '....d IItOlO' alll,.rwtd, .nd .tOl"tot lndlc.&:ltl~. ar the QuaUtl". of .'u'....nUy Id."'''1:A1 0'1' slMllltlr "P"""".' Geotechnical Engineering Ii; Constrvction Materials Testing pJ Environmental Engineering p] ConsvlNng