Loading...
Rejoice-LR 950824 ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 REPOR f OF FIELD Dallas, Texas 75229 COMPACTION TESTS (214) 620-8911 TESTED FOR: C S I DATE: 08/24/95 LEWISVILLE, TEXAS REJOICE LUTHERAN CHURCH 95504-9 PROJECT: OUR REPORT NO. COPPELL, TEXAS TEST DATA: TEST ~, ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT NO. DATE DE PTH-'"'"~.,~ NUMBER MOISTURE% DRY PcFDENSITYMOISTIJRE% DRY PcFDENSITY COMPACTION COMMENT* 5 08/24 FG 2 i4.0 108.0 15.6 107 99 1-A 6 08/24 FG 2 14.0 108.0 14.7 106 98 1-A 7 08/24 FG 2 14.0 108.0 16.4 105 98 1-A TESTLOCATION: * W. APPROACH FROM SANDY LAKE CENTER LINE APPROACH & 30'N OF CENTER LINE OF SANDY LAKE RD. 40' W. & 120' S. FROM S.W. CORNER OF BLDG. PARKING AREA 40' W. & 70' S. FROM S.W. CORNER OF BLDG. PARKING AREA 1. FILL * A. TEST RESULTS COMPLY WITH SPECIFICATIONS 2. NATURAL SUBGRADE B. COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 3. LIME STABILIZED C. MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / 214 620 8911 fROM RLPHR TESTINO Z14 ~Z0-8~. 08.Z8. 197 i1:56 NO. 9 P. i  ALPHA TESTING, INC. 2209 Wisconsin St., Suite Dallas, Texas 75229 (214) 620-8911 Project Neme: 4G-U-I r (cL..) '"~' ~.- t ... ' 1. , ~i ~ ~ I Maximum Dry Unit Weight: /~; '~ pcf ~ ~-- Liquid Limit ~, 0 % Plasticity Index -~' ~ _ ~o , ~, , -' REPORT OF MOISTURE DENSI~ .q&.:..~ -- RELATIONSHIP OF SOIL :Ti1::T:-'rr t i Tested .y: 2.80 0 5 10 15 ~ 25 30 35 ~ 45 MOISTURE CONTENT - % ROM ALP~HA TESTING 214 620-891'' 08.28.1995 11:57 NO. 9 P,  ALPHA TE,., I'lNG. INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: Project Name: i , ~ - i Optimum Moisture Content: lL/'''~ % ,~0, .,, ~,, ,, , REPORT OF MOISTURE DENSITY ~._ ~ --t-"i-~---! Wet Wt. + Tare ~ --~- Dry Wt. + Tare ZF- 105 ' WI. of Dry Sample ~,~ ~ .... i- ~ 4-: Water Content %(w) ZERO AIR VOIDS CURVES FOR 0 5 16 15 20 25 30 35 40 45 ~OISTUR[ CONTENT * % ALPHA TES% ..,G, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: C S I, Lewisville, Texas Project Name; Rejoice Lutheran Church, Coppel 1, Texas Our Repo~ No.: 95504-3 Date: 08/24/95 135 Soil Classification: TAN SANDY C[2~Y (CL) 2 ASTM D-698 Soil I.D. Number: Test Method: 130 Maximum Dry Unit Weight: ].08.0 pcf 3.4.0 Optimum Moisture Content: % 125 Liquid Limit 38 % Plasticity Index 22 S~IPLE LOCATIOn: (Subgrade) 70'N & 40'W of S.E. corner of parking lot. ~2o , REPORT OF MOISTURE DENSITY ~i-":~, RELATIONSHIP OF SOIL 110 I '~&l, ZERO AIR VOIDS CURVES 95 ~_~,&,~& FOR 'l~'~k SPECIFIC GRAVITIES OF 2.80 0 5 10 15 20 25 30 35 40 ,,~"4~ /_~,.,.,....--~ -.' MOISTURE CONTENT - % a~ ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (214) 620-8911 Client: C S I, Lewisville, Texas Project Name: Rejoice Lutheran Church, Copell, Texas Our Report No.: 95504-2 Date: 08/24/95 135 Soil Classification: REDDISH BROWN SANDY CLAY (CL) Soil I.D. Number: 1 Test Method: ASTM D-698 130 Maximum Dry Unit Weight: 122.0 pcf Optimum Moisture Content: 11.0 % Liquid Limit 25 % Plasticity Index 9 12.~. -- SAMPLE LOCATION: (Select) S.W. corner stockpile ' ' ! ..... i ~ \ \ ZERO AIR VOIDS CURVES . I , . ' ' ' : ' ' . '. ' 'l~'k 2.80 MOISTURE CONTENT - %