Laserfiche WebLink
a 7$A5SOCIateS,InC. CONCRETE=_REPORT NO.: 09622652CRO11323-AGH <br />Geotechnical Engineering • Environmental Engineering <br />Construction Testing and Inspection <br />DATE: 1/13/2023 CONTRACTOR: Bargeen's <br />PROJECT* 09622652 PERMIT #: <br />PROJECT: North Wall Retrofit INSPECTOR: Alan Gehri/Lucas Hummel <br />LOCATION: 2110 Hewitt Ave JURISDICTION: City of Everett <br />KA P.M.: Jeff Mercer WEATHER: Cloudy TEMP: 50 ° <br />Field Data <br />Concrete: X I Other: 1 <br />Supplier: Cadman Plant No. 1 32 Site Mix: <br />Slump Mix Air Unit <br />Time Truck # Ticket # % Air Inch Temp (F) Temp (F) Weight <br />4:00 1 373 1 1350734 - 4.00 1 63 ° 50 ° <br />Location: <br />Placement Area <br />Basement Wall at Northern entrance. Sample taken from east side <br />of pour. <br />Remarks: Mechanically consolidated on site, placed by pump, some mix placed <br />by wheelbarrow. <br />Please Refer To Field Repot Number: <br />Inspector:1 Alan Gehri.Lucas Hummel <br />Reported Batch DATA <br />Cement Type PLC-D2L13 <br />Design Actual <br />Mix No. P40TR454 P40TR454 <br />Gem. Lbs. 564 569 <br />F. Ash lbs. <br />C. Agg. Lbs 3/4: 1555 1571 <br />C. Agg. Lbs 3/8: 279 283 <br />C. Agg. Lbs <br />Sand tbs 1252 1309 <br />Water 268 393 <br />Admixture AEA:2oz 2oz <br />Admixture WRA:23oz 23oz <br />Admixture <br />Air Ent. <br />( oz / cwt. ) <br />Water Added On Job Site <br />(Gals.) <br />Field Test <br />ASTM Method <br />C172 <br />C143 C138 <br />C1064 C231 <br />C31 I Other <br />Laboratory Data Design Strength: 4000 @ 28 days Date Specimens Rec'd: 1/16/2023 <br />Cyl. <br />Code <br />Test <br />Date <br />Field <br />Cure <br />Age <br />Dia. <br />Area <br />Wt. <br /># <br />Max <br />Load <br />Comp. <br />Strength <br />Set <br /># <br />Tested <br />By <br />Brk <br />Typ <br />Test Method <br />ASTM C39 <br />81103-1 <br />1/20/23 <br />7 <br />4.00 <br />12.57 <br />- <br />50360 <br />4010 <br />1 <br />RCD <br />1 <br />ASTM C109 <br />81103-2 <br />2/10/23 <br />28 <br />1 <br />ASTM C617 <br />81103-3 <br />2/10/23 <br />28 <br />1 <br />ASTM C1231 <br />al103-4 <br />2/10/23 <br />28 <br />1 <br />ASTM C1019 <br />81103-5 <br />H <br />1 <br />OTHER <br />Test Results <br />Remarks: <br />Results Reviewed By: <br />Date: <br />3 Z 3 <br />Codes for Break Types: <br />77 <br />1 <br />rr <br />2 <br />LLt.._ <br />3 <br />m <br />4 <br />c <br />5 <br />J <br />6 <br />Offices Serving The Western United States <br />Concrete Report Effective 1211512020 <br />Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Tacoma (253) 939-2500 <br />The infatuation provided on this report is prepared for the escluaive use ofthedied, and may nat be reproduced In any famatwlthout thewddeo permission ofthedient and l°azen B Associates. This repot Indicates our inspector's observation and testing results based on site cmidltions <br />and mrmactor adivilles. This information m subjectto -- poor to foal sub.,dal. By algning this repot, our Inspect, does not accept rasp nsi,ldir for validity of results. The same Intomation hoe been provided by ahers on alte. <br />