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Sample Record for 2023-05-15-58

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

Project Information

Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2023-05-15-58
TL Number from the TL Form: 815608
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Control Sample
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2023
The quantity of what the sample constitutes: Correction Factor Determination
A brief description of the sample: Laboratory Mixed Treated 3/4-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79228CF1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
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): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-05-15-58-1
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: 05/30/2023
Date Tested: 05/25/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3114.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5204.5 g
Mass of HMA Sample prior to ignition 2089.7 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 105.2 g
Mass of aggregate remaining after ignition 1984.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-05-15-58-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/30/2023
Date Tested: 05/25/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 88 %
Cumulative percent passing the 3/8 in. sieve 77 %
Cumulative percent passing the #4 sieve 49 %
Cumulative percent passing the #8 sieve 30 %
Cumulative percent passing the #16 sieve 21 %
Cumulative percent passing the #30 sieve 15 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 7.7 %