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Sample Record for 2024-10-08-20

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

Project Information

Project ID: 215425 DEA: 06360244 EFIS: 0613000005 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya

Sample Information

DIME Sample ID: 2024-10-08-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
The quantity of what the sample constitutes: 10 Boxes 4 Bags 2 Cans
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta - Visalia

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 9
Sublot number: 5
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2024-10-08-20-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2045.4 g
Corrected Asphalt Binder Content 7.2 %
Mass Loss 149.3 g
Correction Factor (Percent by mass of HMA Specimen) -0.05 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-10-08-20-2
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: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7318.7 grams
Mass of oven-dry sample in air for Sample 1 2515.5 grams
Mass of container filled with the sample and water for Sample 1 8869.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.607
Theoretical maximum density at 25°C (77°F) 2599.4 kg/m^3

Test 3 of 3

DIME Test ID: 2024-10-08-20-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 10/09/2024
Date Tested: 10/09/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 3
Core 1 ID 5A
Dry Weight 1 1027.2 grams
Parrafin Coated Weight 1 1041.6 grams
Coated Weight in Water 1 611 grams
Theoretical Maximum Density 2.642
Core 2 ID 5B
Dry Weight 2 1127.7 grams
Parrafin Coated Weight 2 1144.2 grams
Coated Weight in Water 2 664 grams
Core 3 ID 5C
Dry Weight 3 1276.9 grams
Parrafin Coated Weight 3 1291.4 grams
Coated Weight in Water 3 761.8 grams
Sublot Relative Compaction 93.4 %