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Sample Record for 2019-07-10-18

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213877 DEA: 060X8904 EFIS: 0618000179 QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-0.0/11.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA TYPE G.
Location Description: KINGS COUNTY ABOUT 6.5 MILES SOUTH OF KETTLEMAN CITY FROM KERN COUNTY LINE TO 0.1 MILE SOUTH OF UTICA AVENUE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE;, ARROYO GRANDE CA 93420
Resident Engineer: Michael Stavropoulos Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-07-10-18
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/10/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2019
The quantity of what the sample constitutes: 10
A brief description of the sample: 1/2 inch RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Millbrook construction Fresno Papich Construction

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: 16
HMA Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2019-07-10-18-1
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/17/2019
Date Tested: 08/14/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Translab Internal lab id: 019-018 Sample: 1/2 inch RHMA-G (Dispute Resolution)SL-16 AASHTO T-324 Note- Stripping Inflection Point (Wheel A) is undefined just put 15000 to execute the test
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 6.15 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 9.25 mm
Stripping Inflection Point (Wheel A) 15000
Stripping Inflection Point (Wheel B) 5955