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DR8802-LR 920207 :.:asor,-Joi~.nston & Asscc., At t n: .~. Brad ~ Project: i~ye S~t S~ Gentlemen: ~.:ason-Johnston & Assoc., Inc. transmits kerewith the ~. Sincerely yours, Mason-Johnston & Assoc., inc. ~~~~ Pro~ect No. 5876 HENLEY-JOHNS?ON & ASSOCIATES, INC. ENOINEERING GEOSCIENCE CONSULTANTS DALLAS, TEXAS Project : Kaye Street Storm Sewer Lab Test Sumar¥: Test No. : 001 Date: 25 January 1992 Location : On-Site Material/Station 12+42 Test Method: Optimum Moisture-Density Test (ASTM D-698) No. 001 Optimum Moisture : 15.2 % Max. Unit Dry Weight: 112.0 pcf Note : Dark brown sandy clay. Date : 28 January 1992 Job No. : 5876 HENLEY JOHNSTON & ASSOCIATES, INC. engineering 9eosclence consultants To: .Rhode Construction- CD. , I i) Attn: Yl. Brad Lands iI Prcject: .~ye S~t ~,:asc.-.-3ohns:on & :-.~$$: in: "_ransmits kerewi~h ~'~ Ii i Ccy::oa :s: RepCrt '~ss.: Since_ely ysurs, :-:ascn-Jc. hng~cn & Assc-c., inc. F. erbert C. ,F--- I I! - PR0~;ECT: :~,ye S~eet S~. RE=ORT DATE: /- 2 2 5876 Sewer .. m=~ 'rc? KO.. i' , .... w~ BY:. 1 WEATHER: ~¢ ~ ~' ¢'¢¢' ~-~ STCP WORK' //-'~¢ ~' '1. ,~ME: START WORK: ' BELAYS: ~ il II' ,, - ~CHECK~¢.' ~ A~'¢PR','~E ..... EE=°~"~=~. u,~b~ ',STZR S=: RESPONSE =raGU ~ES ~",F' ~ · ( ) i. PIER i~ZSPEC}i0N/'..¢,, .......... ( ,u. F'.ELD DENSI-Y  ( I 2. CONCRETE INSPECThC'. ¢ · , ~,,r~¢~¢ ( ) 3. SUB-S~RFACE DRA'~ .... ,"'q-~,... .__'~:¢"~..~.) '~_.ORCUT rUBE~ _ ~ ( ,' 4. SELECT FiLL .m',_A~"r~"=",=..- ; i3. ~,ELD SK,*~.-*~'~',~-,,./'...'-'E .=lc*,, ~,.'. ;~; 4 L REPORTS [ I,,:~ ;SPE~ , ~ ~. 'c .......... ',~ I~ ( '7.0=N~ ........... ' ~ *'¢"*~''=~= ............ ( S. ~'=- ='~K :NSPE'Ci.?. : ,.5 REPORT NO.: I[ Mason-Johns:on & Associa:es, _-nc. · !; Geotecknica! investigation Dallas, Texas ii .Ke~cr~ of Field Scils and Base .'4a~erials Contractor: ~e ~ns~ct~on- Labcratcry Field Data ~ata Fie!~ Tes~ AST~ ~ Field Lab~ Cp=. I' :dent. N'c Location/Laver Average Test Data: Weather: ~ o ~ Type of Roller: ~-~ Remarks: