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St Ann Catholic-LR000523 ENGLNEERING, hNC. fig01 Caq-,cmet Fr'*-,,,.. Suite 100 Dallas. Texas 75247 Date of Service: 05/23/00 Report No.: 0013617 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church 180 Samuel Boulevard 180 Samuell Boulevard Coppell: Texas 75019 Coppell, Texas Contractor: Specification Requirements: Test Location: Fire Lane Minimum Passing 1 3/4" Sieve: 100% Minimum Passing #4 Sieve: 60% Sample Condition: Field Moist lest Method: TXDOT 1-3/4" Sieve #4 Sieve Test No. Location %Pass % Pass 1 See attached drawing 100 68 2 See attached drawing 100 78 Technician: M. Whyman Started: See Report #0013618 {1) St. Ann's Catholic Community (1) Datum Engineering, Inc. (1) Centex Construction (1) City of Coppell (1) City of Coppell (1) Alliance Architects Eric J. Cleveland, P. E. Senior Project Engineer 309 This report is exclusivel.v for tbe use of thc client indicated above and shall not be reproduced in full without written approval of ItBC Eugineefing. Inc. . ; .. .... ~, ' . . ;.' ,' .. ,,. - ... ., " ' ' .. . ~ ~"'"~" ~"~'~ :'""": ~ _L__,, .. - "'' . . ' C ).',.: :( )-'.. · ,...1 :. .,,: .... .,.._ ..,1. ,l:'.L....L1;1T:L.:,.."'' '..l'l."' )" (' '"' - 1,1 - .11 rll:.l:' ':ll ~, ' .... r,:--.1 ................. '". I ........ I'/---- .... · ....... . ',-......:',l,ll.~ . l I' · i , . I l.. l, -.~.l :. il.: '--l~*l' r"-:' - -, "'i ..... '". " ' .':~..'L..'..' .': ~ .. .... .;- ':.'} . :..'..'i. ./_.._.~ ~"' ' ..: '.i. "- ..... '' ":'._,'_L .' ' I ' - .; . - '" -'l .... . ':'.'' ' .......... :--;. ' : ,-" ' - · · . - J , .... :,, ~ ........ ' . ' · ....,' . '.. '. -' .... "'...'" '",J'""'l ............ : ........ ' - · ........ ~,'~..,' .~'...- ~ : ,". ~/ .- .'":'. 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L .." ,,-' .'., ./;,';", / .,//" / //' ,,-7------------7~-~' ~'-'.- ; ~ .. . . . ~.,.~-~_~ ~,,,,'~, ,~ .. ;,,~',~,~/~,.~,,.<, ..- .,:'/' ...,.~..~.~.',/..~.// .... ._-..~. ~--~,,~. ~_. ~_:~-..___~ :;~ .~.- ....-,. //.,,.....,/ /; ~.,~,~,,-/~ _:®_: "~ '~ ~ .... ' : ~i~ I,~ ~ .. . .. _ : I~ : , ~ ........ .. I IOISTURE DENSITY Y' LATIONS -' I~K31NEERING, INC. a di~L*ion of'l~'dgItlgl 8901 Carpenter Fr~?-., Suite #100 D~las, Texas 75247 Date of Service: 05/17/2000 Report No.: 0013104 Report Date 05/23/2000 Client No.: 2310 Project No.: 94001152 Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church Attn: Monsignor Kilian Broderick 180 Samuel Boulevard 180 Samuel Boulevard Coppell TX 75019 Coppell, Texas Services: Material sampled bx' technician for moisture density relations. PROJECT DATA CONT~C'roR: Centex Construction DATE SA_',.~PLED: 05/17/2000 TEST FOR: Roadw~' Subgrade SAMPLED BY: P. Green ~IATERIAL: Tan sil~' sandy clay, with gravel SAMPLE LOCATION: Treated on-site (lime treated) TES-r .XtET~IOD: ASTM D-698 REPORT OF TEST MAXIMUM DRY DENSITY, pcf: 106.0 MOISTURE DENSITY RELATIONS 108 i , ~i z~-~9 ai~ ~vi~ cun'e O~IMUM MOISTURE ~NTENT, %: 16.0 S~ific ~ax'i~ ~ : : .......... ! ~Jo.oo LIQUID LIMff: 47 PLASTIC L~IlT: ~7 P~ICITY I~EX: 10 ............................... .... , I ........ ' ' I 12 14 16 18 20 22 24 MOISTURE CONTENT (%) Technician: Phil Green ~ring, Inc. Report Distribution: ~ (1) ~. Ann% Catholic Community (I) Datum Engineering, Inc. (1) Cet~x Construction (1) City of Coppell Eric J. Cleveland, P.E. (1) City of Coppell Senior Project Engineer (i) Alliance Architects This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wyitlen approval of HBC Engineering Inc. 06SS Page 1 of !