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Riverview Estates-LR 970811ALPHA TESTING, INC. 2209 Wisconsin St. "" Suite 100 Dallas, Texas 75229 (972) 620-8911 MEC., IANICAL STABILIZATI - , I / MODIFICATION FINAL MIX TESTED FOR HUFFINES & PARTNERS C/O CCM ENGINEERING DALLAS, TEXAS DATE 08/11/97 PROJECT RIVERVIEW ESTATES COPPELL, TEXAS OUR REPORT NO. 97224-33 AreaofWo~: VARIOUS STREETS Date cement [] lime [] initially applied 0 8 / 0 8 / 9 7 Date of final mixing 0 8 / 11 / 9 7 Sample Location: GLADE POINT DRIVE STA: 0+50 GLADE POINT DRIVE STA: 3+50 GLADE POINT DRIVE STA: 6+50 S[]NRTKE DRIVE KTA= 0+50 Average final compacted depth: inches. 100% 1 3/.4 60% #4 100 75 100 86 !00 88 Remarks: COMPUDATA-CG01083-93 ALPHA TESTING, INC.. 2209 Wisconsin St. ,"", Suite 100 Dallas. Texas 75229 (972) 620-8911 -MEC.~IANICAL STABILIZATI(..~1 / MODIFICATION FINAL MIX TESTED FOR HUFFINES & PARTNERS C/O CCM ENGINEERING DALLAS, TEXAS PROJECT RIVERVIEW ESTATES COPPELL, TEXAS Area of Work: ALLEY A DATE 08/11/97 OUR REPORT NO. 97224-34 Date cement[] lime[] initially applied 0R/09/c)7 Date of final mixing 0 R / 1 1 / 9 7 Sample Location: AT.~.~V a ~ma~ 0+50 ALLEY A STA: 3-50 ALLEY A STA: 6+50 ALLEY A STA: 9+50 Average final compacted depth: 6 inches. 100% 1 3/4 60% #4 !00 80_2 100 81.2 100 80.7 100 77.5 Remarks: COMPUDATA-CG01083-93 ALPHA TESTIN~'~. NC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPORT OF FIELD COMPACTION TESTS TESTEDFOR HOff'ff'I[~l~S & P~.~ DATE 08/11/97 C/O CCM ENGINEERING DALLAS, TEXAS PROJECT RIV~[~VI~ E~AT~S OUR REPORT NO. COPPEIJ~, TEXAS 97224-34 TEST DATA: TEST DATE ~ SOIL ID OPT~4UM MAXIMUM LAB IN PI. ACE IN PLACE PE~E~ COMMENT* MOI$~ DRY ~ MOISTURE DM ~ COMPACT~ NO. NUMBER % PcF % PcF 195 8-11 fig 5L, 18.4 106.8 19.9 104 97 3A 196 8-11 FG 5L 18.4 106.8 20.3 102 96 3A 197 8-11 FO 6L 17.5 99.5 17.9 96 97 3A 198 8-11 FO 4L 21.3 95.2 22.6 92 97 3A 199 8-11 FG 4L 21.3 95.2 23.1 91 96 3A 200 8-11 FG 4L 21.3 95.2 22.9 91 96 3A 201 8-11 FG _6L 17.5 99.5 18.0 95 96 3A TEST LOCATION: 195 ALLEY B AT STATION 2 + 50 1196 ALLEY B AT STATION 5 + 50 197 ALLEY B AT STATION 7 + 50 198 ALLEY C AT STATION 0 + 50 199 ALLEY C AT STATION 3 + 50 200 ALLEY C AT STATION 5 + 10 201 GLADE POINT DRIVE AT STATION 7 + 10 1, FILL 2. NATURAL SUBGRADE 0G01083-18 A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIOn8 Respectfully PERCENT COMP^CT,ON DOES COM. Y C. PERCENT IN P~CE MOISTURE ~ES NOT COMPLY W'~ SPECIFICATIONS D. R~EST ~ ~ 3. LIME STABILIZED 4. CEMENT TREATED ALPHA TESTINt. ~NC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPOHT OF FIELD COMPACTION TESTS TESTEDFOR HUFFINES & P~'~ES DATE 08/11/97 C/O CCM ENGINEERING DALLAS, TEXAS PR~ECT RIVERVIEW ESTATES OURREPORTNO. COPPELL, TEXA~ 97224-33 TEST DATA: TEST DATE ~ SOIL ID OPTIMUM MAXIMUM LAB IN P~CE IN PLACE PERCEm COMMENT MOISTURE D~ DENSI~ ~ISTURE ~Y DE~I~ C~PA~I~ NO. NUMBER % ~F , % PCF 192 8-11 FG 4L 21,3 95.2 22.8 92 96 3A 193 8-11 FG 4L 21.3 95.2 23,1 91 96 3A 194 8-11 FG 4L 21.3 95.2 22.7 91 96 3A 195A 8-11 FG 4L 21.3 95.2 22.5 91 96 3A TEST LOCATION: 192 ALLEY A AT STATION 0 + 50 193 ALLEY A AT STATION 3 + 50 194 ALLBY A AT STATION 6 + 50 195A ALLEY A AT STATION 9 + 50 1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION,'~,"'_.7 / CG01083-18 ALPHA TESTINg.. 'NC. 2209 wisconsin St., Suite 100 Dallas, Texas 75229 (972) 620-8911 REPOHT OF FIELD COMPACTION TESTS TESTED FOR BUFFINES & P~'~ERS DATE 0 8 / 1 1 / 9 7 C/O CCM ENGINEERING DALLAS, TEXAS PR~ECT RIVERVIEW ESTATES OURREPORTNO. COPPELL, TEXAS 97224-34A TEST DATA: TEST DATE ~ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PI.ACE PERCENT COMMENT* MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION NO.DEPTH "'~ NUMBER % PCF % PCF 202 8-11 FG 6*L 17.5 99 . 5 18 . 1 95 96 3A 203 8-11 FG 6L 17.5 99.5 18.6 96 96 3A TEST LOCATION: 202 GLADE POINT DRIVE AT STATION 9 + 50 203 GLADE POINT DRIVE AT STATION 12 + 25 1. FILL 2. NATURAL SUBGRADE 3. LIME STABILIZED 4, CEMENT TREATED CG01083-18 David P~,~8~L'~t~'I~ r ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS/ / B. PERCENT CO,.,PACT,ON DOES NOT COMPLY W,TH SPEC,F, CAT, O.S ~ "~"~~~-~"''""--'" C. PERCENT IN P~CE MOISTURE DOES NOT C~PW WITH SPECIFICATIONS ~~~~ D. R~EST lNG, INC, ALPHA TESTING,~'~C. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (972) 620-8911 MECHANICAL STABILIZATION / MODIFICATION FINAL MIX TESTED FOR HUFFINES & PARTNERS C/O CCM ENGINEERING DALLAS, TEXAS DATE 08/11/97 PROJECT RIVERVIEW ESTATES COPPELL, TEXAS OUR REPORTNO. 97224-33A Area of Work: VARIOUS STREETS Date cement ,~1 lime [] initially applied 0 8 / 0 8 / 9 7 Date of final mixing 0 8 / 11 / 9 7 Sample Location: GLADE POINT DRIVE STA: 0+50 GLADE POI'NT DRIVE STA: 3+50 GLADE POINT DRIVE STA: 6+50 R[]NRT~E DRTVE STA= 0+50 Average final compacted depth: _i-'_~9.. __ inches. 100% 1 3/4 60% #4 100 75 100 86 lDO R5 1no 72 !00 88 Remarks: COMPUDATA-CG01083-93