Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Park West CC(1)-LR 950906
REPORT NO.: PROJECT: LOCATION: 28 Park West Commerce Center Tilt wall panel - #80 reed engineering GEOTECHNICAL CON SULTAN'r'~ CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: ~PECIFICATION: QUANTITY REPRESENTED: 08/09/95 3000 PSI 30/150 yds ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: DATE: ~AMPLED BY: B. Lucas 09/06/95 BYORDE. OF: 08/16/95 ~DER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.2~ SQ. IN. LABORATORY NUMBER RELD NUMBER: PW080901 PW080902 118,000 28 4170 MAXJMUM LOAD. LBS: 9 3, 0 0 0 7 AGE WHEN TESTED. DAYS: 3290 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: 4150 TYPE BREAK: CONICAL ~.N.O.) REMARKS: Does comply with Specification PW080903 116,900 28 4130 METHOO OF CURING: RELD 1 TEMPERATURE: N~IBIENT 7 5 DAYS, LABORATORY FROM M~X 85 TRANSPORTED BY 08 / 10 / 95 "F, AIR CONTENT %, Reed SLUMP 5 · 50 INCHES 'rIME OF SAMPLE: 07: 15 SOURCE OF CONCRETE: TX I MIX CODE: 3 9 PICK-UP CHARGE: TICKET NO.: 432501 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADM~TURE[S): UNIT WEIGHT YIELD PCF CF/CY Crow ~mmu~o.: (1) Marc Myers Company/Mr. Richard (1) McFadden & Miller Construction/Mr. Dave VanDem (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED TEST METHODS: ASTM C3t. C39. C 143. C 173. C 192. C231. ORC 1064 1 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019