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C <br />ructinn Ivpectinn N Related Tnt, <br />Carlson Construction Consultants, Inc. <br />DAILY FIELD INSPECTION REPORTS <br />P.O. BOX 25752 — LAKE CITY STATION <br />SEATTLE. WASHINGTON 00125 <br />Puot¢ (200) 004-0500 <br />3C-2850-1 <br />DATES COVERED: August 1", 1983 through August 30t 1033• <br />PROJECT: AMPS — Coll Sea "D" <br />ADDRESS: 80th Street SW. & Hardeoon koad, Evarott, WA <br />CONTRACTOR: DKS Iho. <br />L. HARGETT — 8/12/83: Inspected rostcol and embedded bolts and found their <br />placement cor-oct and according to plans. <br />Gravel Bubgrade <br />sufficiently moint from previous day'oskain. Inspectedaverageplacement of 74 cubic <br />concrete. <br />yards of Associated Sand & Gravel, 51 , 3/4 <br />Concrete well consolidated through use of two vibratora. Cast aamplo set OIADC <br />lab cures and #1DF.F field cures. Heather clear, tomp 65-70 degrees with steady <br />breeze. The AMPS representative, Rich Young, pointedtout the spacehine callnopoctor <br />act of 6 cylinders per 50 cubic yards or any p <br />oonfelt that numbor to be in excess of necessary samples. tor. Young roquastod a <br />statement from us justifying this positron for their consideration for change in <br />specifications. <br />C. DROWN - 8/23/63: Inspected resteel in control building foundation footo <br />and stem walls cant monolithically using 5� ok Type I cmt, 7/8" agg, 3OOOpsi <br />concrete supplied by Associated Sand & Gravel at 4" slump. round all reatoel <br />placement aatiBfactory per city of Everett permit sot drawings present at site. <br />Obsorved pinnomont of all concrete into items described; all completed untie— <br />faetorily. Cint 6 toot samples g20CDv-F. Weather overcnet, tamp 61-73 degrees. <br />K. CARLSON — 8/26/83: Inspected WW Fabric placement in cell building Slab on <br />grade. Found placement in accordance with Snohomish County approved Plana. <br />Llonitored placement of 9 cubic yards, Type It 5, sic, 7/6" agg, 3000 psi concrete <br />as supplied by Associated Sand & Gravel at a 3z" Slump- Cant 6 test samples <br />#3ADCDEF. Weather clear, temp 50-75 degrees. <br />C. DROWN — 8/29/83: Sampled Type "S" 1800 psi mortar used in this day's lny—uP <br />of the first lift of control building CHU walls to 4' elevation above foundation <br />walls. Cast 3 mortar test samples ybI1ADC representative of job mixed Typo "S" <br />1300 psi mortar used. Inspected restool in and observed grouting of eamo wall <br />sections noted. Cast 3 toot prisms NGIADC ropr000ntative of job mixed 2000 psi <br />3/81, agg, grout used. weather overcast, tamp 56-65 degrees. <br />C. DROWN — 8/30/83: Sampled Typo 'IS" 1800 psi job mixed mortar ueed•in ia,Y—uP <br />of thatsocond 4' lift of control building CtlU walls; cast 3 toot samples 612ADC. <br />Inspected restool in and observed grouting of wall sections noted. Cast 3 test <br />prisms f/G2ADC representative of job mix od 200 Por 3/8" agg grout usad. Wpathor <br />overcast, tomp 55-63 degrees. All per count �pproove rnwings. <br />oo: AMPS / <br />Snohomish County <br />rfs 6 <br />