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Woodridge-LR 820408Ccmstr~/"'%n materials testing, analytical chemistry ~ geotechnical engineering P.O. Box , 0687 · 1319 Crampton Street · Dallas, T~.I~ 75207 · 214/631-2700 L~N L. AN1) CORF'OR~] ION ATTN: blR. .STEPHEN F:RIM P.O. BOX 225644 DALLAS, TEXAS 75265 RECEIVED APR 1 g 19.82 APR l g 19.82 APRIt. :.--.:~ 19:]::2 dEIB FILE NO. 27126-07 LAB NO. D-6413 F'RO._IE'Z:T NAME: WOOBR I DGE ADD I 1' I ON FLOOD PLA I N ARCHITECT/ENGINEER: LICHLI1-P-R/dAI~E'-'--;E~N &. A'.E;'.--;OCIATES; GENERAL CONI'RAC]OR: L&N LANB CORF'ORAI ION REPORT AF DENL:;iTY ']F SA~L AN[' Sf, IL-AGGREGATE IN F'LACE BY NUCLEAR METHA[,S: (SHALLOW DEF'TH) - ASTM D-25-'22 [IENSII'Y TESTS FOR: FUI-IJRE BI_IIL[~ING F'AD MATERIAL SOURCE: ON-SI1E MINIMUM 'SPECIFIED DENF-;ITY: ~5 F'ERCENT. ********************************************** ***************************** IE.'__-;T TE'.--;T LOCATION F'L--RCEN'I- I]RY DENSITY F'ER'-:ENT NO. (HORIZ AND VERlICAL RANTROL) MOISTURE LBS/CF JIF MAX GRID LINE 1~+50 :_:;OI_I1-H 4+50 WE:::T 1ST LIFT APRIL 7 3:04 F'M 20. :-} 10 4.5 1 c~3. O 2 GRID LINE 17+50 '.--;OUTH :3+5C) WEST 1S;T LIFT APRIL 7 3~'0~' F'M 18.0 103.2 101.7 3 GRID LINE 17+50 SOU'¥H 1+10 WE:E;T 1Sl' LIFT APRIL 7 3:07 PM 22.1 102.3 100.8 ORID LINE 18+50 :-_-;OUTH 2+50 WEST 1ST LIFT APRIL 7 3:11 AM 25.5 100. 'T.' '78.7 MAX LABORATE, F:Y DENS;ITY OF 101.5 LBS;/CF AT 17.:3 F'ERCENT OF'I-IMUM blOISTLIRE REF'C~R¢ED ON LAB NO. D-647:3B ]ECHNICIAN"S NAME: /_EWI.S; ._IONES SC'IL CLAS'._--;IFICATION: LIGHT TAN AND YELLOW CLAY REMARKS:: COPIES; TO: 2-MR. C:RIM 1-LICHLI)ER/._IAMESON & ASSOCIATES 1-CITY OF COPPELL 1-SOU rHNESTERN CONTRACT I NO COMI--'ANY SOUT?~E ST ERN,~LABC~'OR I ES ROBNEY ._V. 4L~RI)ON C:. E. ]'. INC. ULtl- -iWESTEF i i LAk ORATORtE$, linC. Constn on materials testing, onal),tical chemistry geotechnical engineering P.O. Box 10687 · 1319 Crampton Street · Dallas, Texas 75207 · 214/631-2700 L&N LAND C:ORPC~RAIlOI',I ATTN: MR. STEPttEN CRIM P.O. BOX 225/:,44 DALLAS, 1-EXAS 75265 APRIL 8, 1982 ._lAB FILE NO. 27126-A7 LAB NO. D-641:3-1 F'RC~._IECT NAME:' WCiODR I DGE AIiD I ]' I ON FLOOD PLA I N ARCHITECT/ENGINEER: LICHLITER/JAMESON & ASSC,]:IATES GENERAL_ CON]RACTOR: L&N I_AND CC~RPORATION REPORT OF DENSITY OF SOIL AND :--;OIL-AGGREGAFE IN F'LAF:E BY NUCLEAR METHO[iS ('.SHALLOW £mEPTH) - AS;TM D-2'F.*22 DENF;ITY TESTS FAR: FUTURE BUILDING PAD MATERIAL L:;OURCE: ON-SI'IE MINIMUM SPEC:IFIED DENSITY: '.--./5 F'ERCEN¥. TEST TEST L_I]CATION F'ERC:ENT DRY DEN'.--;ITY F'ERCENT NO. (HORIZ AND VERTICAL CONTROL) MI]ISTLIRE LB'.--;/CF OF MAX 5 GRID. LINE _1¢' + ':' -~,_, ._,-_ SOLI'FH -'_;:+75 WE::;T 1ST LIFT APRIL 7 3:14 F'M 25.6 ?8.2 9~. 7 6 GRID LINE 18+20 SC,_ITH 5+20 WE:ST 2ND LIFT APRIl_ 7 '3:17 PM ';,'2.7 '.7-/?. =] '78.0 7 GRID LINE 22+10 '._:;OUTH 7+50 WEST lST LIFT APRIL 7:2:~ 2A. F'M 2'2.6 10 :--:. 2 101.7 8 GRID LINE 24+15 SF,JTH 7+'P0 WEST 1ST LIFT' APRIL 7 3:24 F'M 22.8 102.2 100.7 MAX LABORATORY rlENSITY OF 101.5 LBS/CF AT 1'~).:3 F'ERCENI- OF'TIMUM MOIS:TURE REF'ORTED ON LAB NO. D-/_-.473B TECHNICIAN-'"S NAME: LEWIS-: ,_IONES '.-_-:OIL C:LASSIFICATION: I_IOHT TAN AND YELLOW CLAY REMARKS: COPIES TO: 2-MR. CRIM 1-LICHLI~ER/JAMESON & ASSOCIATES . 1-CITY OF COF'F'ELL 1-SOUTHt,JESTERN CON] RAC:71NG C:OMF'ANY RODN~4~JRDON C, E. T. Construc~* materials testing,'analytical chemistry ar~eotechnical engineering P.O. Box . 5137 · 1319 Crampton Street * Dallas, Tex~ ~J/5207 * 214/631-2700 ,_&.N t_fiND CORF'OR~T ION AF'RI L 8, 1; .:.z A'fTN: MR. STEF'HEN CRIM ,JOB FIt_E NO. 27126-07 P.O. BOX 22.5644 LAB NO. D-6413-2 ~ ¢' 75265 [ ALLA.:., TEXAS PROJECT NAME: WOODRIDGE ADDI]ION FLOOD F'LAIN ARCHITECT/ENGINEER: LICHEITER/JAMESON & AS:-qOCIATES GENERAL COI'~TRACTOR: L&N LAND CORPORA] ION REPORT OF DENSITY OF SOIL AND SOIL-AGGREGATE IN PLACE BY NUCLEAR METHODS (SHALLOW DEF'TH) - A'.3]'M D-2'.-}22 DENSITY TESTS FOR: FUTURE BI_IILDING F'AD MA]'ERIAL SC:URCE: ON-SITE M I N I MUM :qF'EC I F I ED DENS I TY: '?5 F'ERCENT. TEST TE'.qT LOC:ATION PERCENT DRY [~ENSITY F'ERF~ENT NO. (HORIZ AND VERTICAL CONTROL) MOISTI_IRE LBS/CF OF MAX 9 GRID LINE 2/~,+10 SOIJTH .7+80 WEST 1S'f LIFT AF'RIL 7 3:27 F'M 26. 1 'P:-]:. 1 ?6.7 10 GRID LINE '-]'5+20 'SOUTH 8+50 WEST 1ST LIFT AF'RIL 7 3::30 PM MAX LABORATORY DEN:E;ITY OF 101.5 LBS/CF AT 17.:3 F'ERCENT CIF'I'IMLIM. MOISTURE REPORTED ON LAB NO. D-647:3B TECHNICIAN'"S NAME: LEWIS ,_IONES SOIL C:LASSIFICATION: LIGHT TAN AND YELLOW CLAY REMARKS: COF'I ES: 1'0: 2-MR. CRIM 1 -L I CHL 1TER/dAMESON 8,. ASSOC 1AI'E'.:: 1-C:ITY OF COPF'ELL 1-SOUTHWESTERN CONTRACT ING COMF'ANY '.:_;OUTHJ~EC-;TERN LABORA~E'RIES; RODNEY .J./ ~_OIRDON C.E.T. I NC: · LG