Laserfiche WebLink
Carlson Testin , Inc. <br />Construction Inspection & Related Tests <br />Geotechnical Consulting <br />REPORT OF (3) 6X12 CYLINDERS TEST SPECIMENS <br />Test Methods: ASTM C172/C39/C31/C143/C1064 <br />Date Molded: ]0/18/2000 Job Number: 59901132 <br />Client: SALEM AREA MASS TRANSIT DISTRICT <br />Project: SALEM COURTHOUSE SQUARE <br />Address: 555 COURT STREET NE - SALEM, OREGON <br />Contractor: N/A <br />Concrete Supplier: WALLING SAND & GRAVEL <br />Cast By: I. EVANS <br />Weather: OVERCAST <br />Permit Number: 401418 <br />Subcontractor: W G MOE & SONS <br />Salem Office <br />4060 Hudson Street <br />Salem, OR 97301 <br />Phone (503) 589-1252 <br />Fax (503) 589-1309 <br />Truck No. 26 Ticket No. 134404 <br />Cu Yds. 3/ 3 Load No. 1 <br />Air Temp. at Time of Sampling: 60° <br />Location of Placement: LIGHT POLE BASE AT CHLJRCH AND COURT STREET <br />Test Time: 2:00 PM Concrete Temp: 73° <br />Strength Requirement: 4000 PSI @ 28 days <br />Mix No./No. Sacks: 6 SK 3/ <br />Admix Amount: N/A <br />Set No. Test @ <br />Days <br />7 <br />28 <br />28 <br />Remarks: <br />Brand: N/A <br />Register Date <br />Number Rcvd. <br />2770-S 10-19 <br /> Slump: 4'/~" Cement Type: N/A <br />Air Content: N/A Max. Aggregate: N/A <br /> Admix Amount: N/A Brand: N/A <br />Date Test Total Load Area Unit Report Tested By <br /> PSI No. <br />10-25 130,500 28.27 4620 IE . <br />11-15 155,100 2827 5490 IE <br />11-15 159,275 28.27 5630 ~E <br />Our report pertains to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without <br />prior authorization from this office. <br />CC: MELVIN MARKS DEVELOPMENT - CRAIG LEWIS <br />ARBUCKLE COSTIC ARCHITES INC. - LEONARD LODDER <br />PENCE KELLY CONSTRUCTION INC. - STEVE SCHAAD <br />CITY OF SALEM BLDG. & SAFETY DIV. - SUPERVISOR <br />MARION COUNTY FACILITEIS MANAGEMENT - BOB MCCUNE <br />CENTURY WEST ENGINEERING - TIMOTH T. TERICH <br />Reviewed By: <br />t~ <br />Steven W. Leach <br />Branch Manager <br />