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Denton Tap L2R BA-LR 970811 14:89 RLPHA TESTING -, 6282851 ALPHA TESTING, iNC. 2209 Wisconsin St,, Suite 100 Dallas, Texas 75229 (972) 620-8911 REPORT OF FIELD COMPACTION TESTS 'r[$TF..DFOR SUPERIOR STRUCTURAL SYSTEMS DATE 08/11/97 COPPP. LL, TEXAS GYMNASTICS CENTER PROJEGT COPPELL, TEXAS OUR REPORT NO. 97445-3 TE~T DATA: MOISTURE DRY OEN$1~ MOISTURE ~R'/D~ ~nc['~* ~ COMMENT' NO,,,, DATE NUMBER % PCF % ~C~ COMPACTION ~ 1 08/11 8~+1,0 1 13.0 117.5 15.8 104 86 1-BC 2 08/11 S~+I.O 1 13.0 117,5 12.3 108 92 1-BC -- TEST LOC~BS ROAD N, TEXAS BLVD. 1 AT STATION 7+75 AT STATION 4+00 AT STATION 1+50 2, NATURAL SU~GRADE 3 LIME STABtLI[ED 4 CEMENT TREATED CG01083-18 A. iN PLACE PI=;RCENT MOISTURE AN¢ PERCENT COMPACTION COMPLY 'WITH SPECIFICATIONS B PERCI~NT COMPACTION [;)0[$ NOT COMPLY WITH SPECIFICATIONS C, PERCENT IN PLACE MOiSTUrE DOES NOT COMPLY WiTH SPECIFICATIONS D RETEST David RespeCtfully Submitted ALPNA TESTING, INC. (Pat) Stettner '~' ~0o COMpA r N rial No: 7 Den$i ty?Standard :, '-~"~ ~ OPTIMUM 3. LIM~ eV~elklZEO C. MOI~TUME ~ ~ ~M~Y WITH o..~T 13:44 ~LPH¢; TESTING - 62©2251 ALPHA TI: NG, INC, 2209 Wisconsin St,, Suite 1C0 Dallas. Texas 75229 (972) 620-8911 HO. 106 REPORT FIELD COMPACTION TESTS TESTEO FOR SUPERIOR STRUCTURAL SYSTEHS DATE COPPELL, TEXAS 08/11/97 GYMNASTICS CENTW. R 97445-3 RROJFCT COPPEL6. TEXAS our RERORT TEST DATA: NO. DATE.uc?,n ---~ NUMBER 1 08/11 SG+i.0 I 13.0 117.5 15.8 104 86 1-BC 2 08/11 SG+i.0 1 13.0 !17.5 t2.3 108 92 ; 1-BC i 3 0~/~ so+l.o 1 ~3.0 117.5 ~2.3 ~06 ~0 1-~c TEST LOCA'~f{;~SS ROAD N. TEXAS BLVD. 1 AT STATION 7+75 2 AT STATION 4+00 3 AT STATION 1+50 1. FILL ' A. IN Pi.ACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 2 NATURAL SUBGRADE E PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respec~ully Subm~e,~ 3 LIME STAIBILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPEOFF~CATIONS 4 CEMENT TREATED O RETEST ALPHA TESTING NC. David (Pat) Stettner ¢GOlO83-18 Serial. No: '? 1, FILL A, TEST RS~UI,,T~ COMPLY WITH SI>ECIFIcATIONS 2. NATUI~,L SU~DE I, P.4)MPACt'ION ~ NoT COMPLY wITH ~U~C~F1CATIOI'~ ~. LIME STABILIZED C. UOI~TUR~ DOD NOT OOMF'~Y WITH ~.pIECIFIP..,ATtONg O. REI'L~T ' '' .' -, .... Density. $.C,~.ndar'd: ,..¢,2-.. ~,,~ . .~ ..? ..... :.'.' . .<~ . ,- :... . _. . -. - .M.v *~ ¢ ~3~-~.:.~¢.- .;....' ....~.'~-' n..~. . , . : ~ ~,~ , ~ , ~ : 1, FILL A. T~ ~IUL~ ~Y WITH $~CIffi~TIONI ' 2. NArU~C lU~D~ I. ~~ ~ ~ ~Y w~m ~~o~~. 3. LIME 8T~IILIZEO C. MOISTUNE ~ ~ ~M~Y WITH ALPHA' rING,~NC. REPORI OF FIELD 2209 Wisconsin St., S~.te 'CO o~,~, ~. ~ COMPACTION TESTS TF. STECFCr~ SUPERIOR STRUCTURAL SYSTEMS DATE 08/11/97 COPPELL, TEXAS GYMNASTICS CENTER 97445-3 COPP~,nr,, TEXAS Gu, ,~C~T :,lC TEST ~ATA' NO. I NUMBER i ~ 08/11 ~SG+i.0 1 13.0 117.5 15.8 104 86 1-SC 2 08/11 . ~G+i.0 ~ 1 13.0 117.5 12.3 108 92 l-SC 1 3 08/1~ $O+l.0 ~ 1 13.0 117.5 12.3 106 90 I-SC *~S~OC~$ ROAD N. T~XA~ BLVD. ~ 1 ~ AT STATION 7+75 ~ 2 AT STATION 4+00 ~ 3 AT STATION 1+50 [. FIL, ' A. iN PLACE ~EI:{CENT MC~STU;~E AND ~ERCENT COMPAC'ICN CCI','F'LY w TH $PE$~F.CATON$ 2 NATURAL SU[}GRA~E B I~E~:ICENT COMPACT .?,N ~QE$ NOT CCI:,:PL¥ ',IVITH SPEC F'C, AT!CNS 3 Lu',JE STABILIZED C. i:'EPCENT .N PI.J~CE MOIS'L, RE DOES NOT .~OM.~[.Y W;?H 4 CEMENT -'rREATE~} D ~ETEST ALP-A-EST!HQ 'I'IC CGo~ce3-~8 Davld (~at) Stet/net ,~.9.'Oe-'~ · ~ C3. .' /, ' ,. /~,~ ~ ~[z/~,-.--'- ~J'~'~-, "' ' ' " ' i "' ~:;~.'..~,,.~,, , , ~ ;e , ~ .. '. L.',.'" -' , · '~:.' '.~".. :, J' '[ ~'~".P,[~-~ ~"~;':.'~ !: i" - I ~'-',~;?/.'~:,,:~U..., .... '" .. :. ~, ] ,.- .: ..... ',i~m, ~:-.r..::. . .. :,, ..... :._. ~'-'__~ -.~-- -"..- .- ,'.,~ ~:~C~-~ h~:-,;~.j~ .......: ~:~,:.-. . ....... ~. . · , ~ '" ~ .~. /._ l..~,.ud[. ~. ,a~. , ... ... · · -- .....,,.~ ..,,.~ I......,-4.,~'J~*,'~, .~..,., ~,~,..1' .~-.~--.. : ~ ~ ~-// ~;~' ~/I ,~.o~ ,~ ~ 1/~' ~/~'~~-~ ~ ~ ~ . _ . :.-~~-~1:..~ / ~ ~ 7W7~/ -'~ ...... , ~' .~Lr ~,0 .4" "<'~' i 1. FILL A, T~T ~ C~Y WITH 8~IFI~TI~__ Z. NATU~L ~U~D~ ~, ~i~ ~ ~ ~Y WI~ ~10~~ Z- LIME ITA~U~ED ~ MM~U~ ~ ~ ~M~Y WITH ~E~TI~8 i ~4z O. ~T I ~8×iz,×97 14:89 PLPHP TESTlPG ~ 6~8~851 ~0 ~'~- _ ALPHA TESTING, ,NC. REPORT OF FIELD 2209 Wisconsin St,, Suite 100 Dallas, Texas 75229 COMPACTION TESTS (972) 62o.8911 GY~AST ICS CENTER 97445-3 T~ST D~T~: MOISTURE D~V DEN~I~ ~O~Tj~E D~Y D~S;~ [ ~CE',- I COMMENT' ' CEPTH~ ' C3MPAOT ON ' NO. DATE NUMBER ~ PC~ ~ % .Ce . ~ , ,- . / [ ~ '. --. 2 08/11 SG+I.0 ~ 1 13.0 117.5 12.3 108 92 1-~C == ~ --~ _ ~ ,. -- ~ -'~ -EST LOC~S8 ROAD N. TEXAS BLVD. 1 AT STATIO~ 7+75 2 AT STATION 4+00 3 AT STATION 1+50 -' , : FIL~ ' A. ~N ~CE ~ERCENT MOISTURE ANO~ERCENT COMPACTION COMPLY '~vlTH SPECIFiCAT 2 ~ATU~A_ SU~GRADE B PERCENT COMPACTION DO~S NOT COMPLY W.~ SPECIfiCATIONS ~ L ME STABILIZEC C. PERCENT IN P'~CE k40'STUqE OOES NOT COMPLv WiTH SPECIFICATIONS ~ CEk'ENT'REATED O RETEST A,o~A TESTING. INC. David (Pat) Stettner cG0~983-1~ ALPHA TESTINL .NC. REPOHT OF FIELD 2209 Wisconsin St., Suite 100 Dallas, 'exas 75229 COMPACTION TESTS (972) 620-8911 TESTED FOR SUPERIOR STRUCTURAL SYSTEMS DATE 08/11/97 COPPELL, TEXAS PROJECT GYMNASTICS CENTER OUR REPORT NO. 97445-3 COPPELL, TEXAS TEST DATA: TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE MOISTURE DRY DENSITY MOISTURE DRY DENSITY PERCENT NO. NUMBER % PCF % PCF COMPACTION COMMENT' 1 08/11 SG+i. 0 1 13.0 117.5 15.8 104 89 1-B 2 08/11 SG+I.0 I 13.0 117.5 12.3 108 92 !-BC 3 08/11 SG+I. 0 ! 13.0 117.5 12.3 105 90 i-BC i ACCESS ROAD N TEXAS BUILDING TEST LOCATION: AT STATION #7+75 2 AT STATION #4+00 3 AT STATION #1+50 1. FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATiOns__ ~ m~tted 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS / /Pc~'~ectfully S/y6mi 3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / / "~,/ 4 CEMENT TREATED O. RETEST f /'. --,~=PH~T-.E.~TING, INC. '-- CG01083-18