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Vista Point II 3-7-LR050919
~ 11440 Rccdct Rd - Dallas, IX 75229 FA~(~OCONSULTANTS INC Icl (214}352-410(}ot tx (21~.) 352 ~811 REPORT OF FIEIA) COMPA(TION Tested For: Scott & Reid (}choral 12 ont ~ c to-s, Inc. ] .()ts -~-: Projecl: Vista Point Il ~ w Lewisvillc Coppell, Texas Date Performed: 09/19/(}5 FCI Project No.: M05 842 I)et~sit}. Per ASTM D-2922 Gauge Manuf,:llumbohh Moislulc: Pci ASIM [}-301~ Gauge Modcl: S _001FZ Mode(l) l BS):BS Probe Depth:0mches MOISTI RE/I)ENSIT~ RELATIONS ~o. } Flex B~se (screened crushed concreLe) IN2i'I~ACE TEST I{ESIILTS -- No. Lilt ~ N(( Moisture (I'CF~ Dc'isiD ] ' 96. McAurthur Boulevard (northbound) Icli turn lane - 10' 2 14.1 113.2 1 5(5 ' noiXh fi'om south point of turn lane ' ' 2 13.9 I13.7 90.8 12 %G J McAurthur Boulevard (northbound) left turn lane - I SOtlth fi'om north poinl of turn lane Technician: Gary Moore, C.E. 1'. Chccked By: . Pacheco Koch Consulting Engineers Erik Hauglie, P E ~' ~ I~ 11440 Rcedcr Rd · Dallas, 'tX 75229 T~ 1~14) 352 4100.iax (2/4) 352 4811 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: ScoU & Reid (;cncral Contrack, s. lnu Sample Date: 09/12/05 PROJECT: Vista Point II lots ~-- Project No.: M05-842 Iowisvillc ('opp¢ll. Texas CONCRETE INFORMATION CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATIQN OF PLACEMENT: Garland Concrete 156458 92 88 10:56 a m 11:30 am CONCRETE SUPPLIER: Nelson Brothers PLANT/TRUCK: 1 / 104 MIX ID NUMBER: PD37AEA AIR (%) (ASTM G-231) 42 WATER ADDED (gal): 0 Cloudy SLUMP (inches) (ASTM C-143) 2 'A Drive,vayapproschoffHwy 121 service road - 25' east from center line of drive approach CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches ~YLINDER 7 AGE DATE TOTAL LOAD NUMBER (Days) TESTED (Pounds) I COMPRESSIVE STRENGTH (psi) 118570 i 4190 ! A 7 9~19'05 JB _ ~ j 10,1005 148370 ~ 5250 1C 28 ! 10,!0/05 146950 I 5200 SPECIFIED COMPRESSIVE STRENGTH (psi) 4200 / 28 days I ~ \R(,O CONSUi~I ANTS. IN( . ( r al,cd By: 11440 Reedel l~,d · Drills, [X 7q-~ Tel (2/4) 352-4100 · [,ax (214)~52 48/I COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Scolt & Reid Licnc,'al Contrachx's, Inc Sample Date: PROJECT: Vistu Point Il lots x ' Project No.: M05-g42 [ c'~x isville Coppc[l. CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: CONCRETE INFORMATION Garland Concrete 156467 92 89 11:39a m 12:15 pm CONCRETE SUPPLIER: Nelson Brothers PLANT/TRUCK: 01 / 105 MIX ID NUMBER: PD37AEA AIR (%) (ASTrvl C-231) 43 WATER ADDED (gal): 0 Cloudy SLUMP {inches) (ASTM C-143) 4 Drive way approach offHwy121 service~oad 25' west from center line of drive approach CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches CYLINDER I AGE DATE ; T~)TAL LOAD NUMBER ! (Days) TESTED (Pounds) I ~ 2A I 7_ 919,05 90060 2B [ 28 10/10/05 125520 2C 28 10'10,05 123780 2D I Hold Hold COMPRESSIVE SPECIFIED COMPRESSIVE STRENGTH STRENGTH (psi) (psi) 3190 4200 /28 days 4446 4380 ASTM C-1417 ASTrvl C-39 F&RGO ('ONSUI.TANTS, IN(:.