Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Freeport NIP(4)-LR 960410 (2)
29 Freeport North Grade beam - A-Il to A-9 and A.2-18 to A.2-3 REPORT NO.: PROJECT: LOCATION: ARCHFrECT~NGINEER: Gromatzky Dupree & Associates CO.TWO,: McFadden & Miller RE~RmDm: M.E.P.C. American Properties DATE: reed engineering GEOTECHNICAL CONSULTANTS 04/10/96 DATE CA~T: 4000 PSI SPECIFICATION: 4.5/4.5 yds CONCRETE COMPRESSION TEST REPORT 2317.5 JO~ NO.: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 04 / 17 / 96ORDER ,UMBER: L. Johnson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, OAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U,N.O.) REMARKS: FN041001 78,600 7 2780 LABORATONY NUMBER FN041002 FN041003 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE; 0 3 : 1 5 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 04/11/96 Reed 'F MIX 'F, AIR CONTENT %, SLUMP INCHES 75 79 4.20 4.75 ALUM, PICK4JP CHARGE: YE~ NO MIX CODE: 5 TICKET NO.: 5 6 8 3 6 8 UNIT WEIGHT PCF YIELD CF~:~Y McC~ DISTRIBUTe: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TESTMETH~S: ASTM C31, C~, C1~. C 1~, C192, C~I, ORC 1~ PAGE 1 OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350~:X)19