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Sample Record for 2019-06-24-12

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

Project Information

Project ID: 213793 DEA: 060W7004 EFIS: 0617000283 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-24.3/R29.0,R39.9/44.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA RESURFACING.
Location Description: FRESNO COUNTY ABOUT 7.8 MILES NORTH OF COALINGA FROM NORTH JUNCTION ROUTE 198 TO SOUTH JUNCTION ROUTE 33/5 AND FROM 0.1 MILE NORTH OF NORTH JUNCTION ROUTE 33/5 TO EL PROGRESSIO ROAD
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: 2019-06-24-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/24/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 1/2" HMA 15%RAP with LAS
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: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2019-06-24-12-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/17/2019
Date Tested: 06/26/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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 no.: 019-010 AASHTO T-209 dispute Resolution
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
Mass Determination Water
Method Performed no data
Mass of oven-dry sample in air for Sample 1 1578.0 grams
Mass of sample in water for Sample 1 936.0 grams
Mass of oven-dry sample in air for Sample 2 1607.0 grams
Mass of sample in water for Sample 2 950.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.459
Specific Gravity for Sample 2 2.447
Average Specific Gravity 2.453

Test 2 of 2

DIME Test ID: 2019-06-24-12-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/17/2019
Date Tested: 06/26/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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 no.:019-010 AASHTO T-269 (Air voids) Dispute
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.4 %
Percent Air Voids 3 4.7 %
Percent Air Voids Average 4.5 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.