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    3M Straight Edge Test

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    Soundar Pachiappan
    This document summarizes the results of a straight edge test performed on a crushed stone base section of road from station 0+010 to 0+520 on the left and right hand sides. Measurements were taken every 20 stations and deviations from the bottom of the straight edge are reported in millimeters for both sides. Some deviations were as high as 12mm but most were under 10mm. The test was performed on March 3rd, 2020 by technicians from the contractor and consultant.

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    3M Straight Edge Test

    Uploaded by

    Soundar Pachiappan
    2K views3 pages
    This document summarizes the results of a straight edge test performed on a crushed stone base section of road from station 0+010 to 0+520 on the left and right hand sides. Measurements were taken every 20 stations and deviations from the bottom of the straight edge are reported in millimeters for both sides. Some deviations were as high as 12mm but most were under 10mm. The test was performed on March 3rd, 2020 by technicians from the contractor and consultant.

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    3M Straight edge test

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    This document summarizes the results of a straight edge test performed on a crushed stone base section of road from station 0+010 to 0+520 on the left and right hand sides. Measurements were taken every 20 stations and deviations from the bottom of the straight edge are reported in millimeters for both sides. Some deviations were as high as 12mm but most were under 10mm. The test was performed on March 3rd, 2020 by technicians from the contractor and consultant.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    2K views3 pages

    3M Straight Edge Test

    Uploaded by

    Soundar Pachiappan
    This document summarizes the results of a straight edge test performed on a crushed stone base section of road from station 0+010 to 0+520 on the left and right hand sides. Measurements were taken every 20 stations and deviations from the bottom of the straight edge are reported in millimeters for both sides. Some deviations were as high as 12mm but most were under 10mm. The test was performed on March 3rd, 2020 by technicians from the contractor and consultant.

    Copyright:

    © All Rights Reserved
    Download as XLSX, PDF, TXT or read online from Scribd
    Download as xlsx, pdf, or txt
    You are on page 1of 3

    Manzini to Mbadlane (MR3) Highway Project (Lot 1)

    CONSULTANT CLIENT CONTRACTOR

    MINISTRY OF PUBLIC WORKS AND INYATSI CONSTRUCTION


    BEZA CONSULTING ENGINEER
    TRANSPORT COMPANY

    Lab No/RFI No Date of Testing

    Source Grade of Material

    Road Name Weather

    Location Type of Application

    APPLICATION RATE FOR TACK COAT

    DIPS Location Rate of


    Sl Litres Length Width Area
    Spray
    No Used (m) (m) (m2)
    (lit/m2)
    Initial Final From To

    Remaks :

    For The Contractor For The Consultant


    S.L Technician Material Engineer S.L Technician Material Engineer
    Manzini to Mbadlane (MR3) Highway Project (Lot 1)
    CONSULTANT CLIENT CONTRACTOR

    INYATSI CONSTRUCTION
    BEZA CONSULTING ENGINEER MINISTRY OF PUBLIC WORKS AND TRANSPORT
    COMPANY

    3 METRE STRAIGHT EDGE

    RFI No 16348 Rev01 Date of Testing 03/03/2020

    Road Name Coats Valley (S/R) Type of Surface Crushed Stone Base

    Location 0+010 - 0+520 Side LHS & RHS

    Deviation from bottom Deviation from bottom


    Sl
    Location Remarks Sl No Location Remarks
    No LHS RHS LHS RHS

    1 0+500 5 3 17 0+180 3 4

    2 0+480 5 8 18 0+160 3 2

    3 0+460 5 3 19 0+140 8 12

    4 0+440 2 4 20 0+120 9 7

    5 0+420 6 3 21 0+100 7 5

    6 0+400 6 2 22 0+80 0 4

    7 0+380 6 5 23 0+60 4 2

    8 0+360 5 2 24 0+40 3 8

    9 0+340 6 0 25 0+20 2 10

    10 0+320 7 2

    11 0+300 9 2

    12 0+280 4 8

    13 0+260 4 1

    14 0+240 10 0

    15 0+220 3 1

    16 0+200 3 14

    For The Contractor For The Consultant

    S.L Technician Material Engineer S.L Technician Material Engineer

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