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machine-extracted · confidence unavailable · Check page ↗NYC-WTC_000188041
Label derived from the City's folder field. The City does not supply document titles.NYC-WTC_000188041–000188043
OCR status: ok · source: pdftotext
NYC 9/11 Public Portal Document
MUNICIPAL TESTING LABORATORY, INC. 102 NEW SOUTH ROAD, HICKSVILLE NEW YORK, 11801 (516) 938-7120;FAX (516) 938-5107 WWW. m u n icipaltestinglab.com email: [email protected] A FULL SERVICE LABORATORY AND ENGINEERING CONSULTANT; STEEL, CONCRETE, SOILS, ASPHALT & ALL BUILDING MATERIALS --------- --------------------------------------------------------------------------------------
LABORA TORY REPORT CLIENT: LIRO____________ DATE-PLACED: 05/30/02 PROJECT: W.T.C. Paving ■ DATE-CORED: 06/04/02 CALCULATIONS BY: M.Mathew TESTED: 06/06/02 REPORT No. 9366 SPEC: NYCDDC Page 1 of 3 BULK SPECIFIC GRAVITY OF COMPACTED MIXTURE MAT C ES an ASTM D-2726 WEIGHT - GRAMS CORE IN IN SAT-SUR. VOLUME SPECIFIC Thick NO. AIR WATER DRY CU.CM. GRAVITY Gmb ness (in) D E El (E1-E)=F D/F=G 2.60 GR1 1095.5 625.9 1103.5 477.6 2.294 2.40 GR2 1002.3 591.0 1004.7 413.7 2.423 2.40 GR3 1084.8 651.2 1085.9 434.7 2.496 2.40 GR4 962.4 572.3 963.7 391.4 2.459 2.10 GR5 895.1 531.5 896.5 365 2.452 3.14 GR6 1316,5 782.4 1318 535.6 2.458 0 NA 0 NA
PAVEMENT DENSITY CALCULATIONS CORE BULK SPEC. SPECIFIC GRAVITY PERCENT GRAVITY DESIGN MIX VALUE COMPACTION CORE ASTM D-2726 (PLANT SUPPLIED) (Gmb/Gmm) NO. Gmb Gmm xlOO GR1 2.294 2.582 88.8 GR2 2.423 2.582 93.8 GR3 2.496 2.582 96.7 GR4 2.459 2.582 95.2 GR5 2.452 2.582 95.0 GR6 2.458 2.582 95.2 0 NA 2.582 NA 0 NA 2.582 NA ASPHALT CONTENT 5.30% GR5
CITY_21MC100_001659377 NYC-WTC_000188041
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