Print Report | Back to Sample Detail

Sample Record for 2021-07-08-56

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

Project Information

Project ID: 215656 DEA: 032G0604 EFIS: 0320000192 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5736-
Work Description: REMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Rd, Livermore, CA 94550
Resident Engineer: Deya Dean Elghassein Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-08-56
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/08/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2021
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: 1/2" RAP
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Drum Plant

Material Information

RAP Source: George Reed Inc Clements Batch Plant, RAP
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test

DIME Test ID: 2021-07-08-56-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/24/2021
Date Tested: 08/04/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
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 100 %
Cumulative percent passing the 3/8 in. sieve 98.5 %
Cumulative percent passing the #4 sieve 73.7 %
Cumulative percent passing the #8 sieve 54.3 %
Cumulative percent passing the #16 sieve 37.6 %
Cumulative percent passing the #30 sieve 31.3 %
Cumulative percent passing the #50 sieve 22.4 %
Cumulative percent passing the #100 sieve 15.7 %
Cumulative percent passing the #200 sieve 11.3 %

Test

DIME Test ID: 2021-07-08-56-2
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: 09/24/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.45 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test

DIME Test ID: 2021-07-08-56-3
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: 09/24/2021
Date Tested: 09/02/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF 21-036
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7345.7 grams
Mass of oven-dry sample in air for Sample 1 1655.2 grams
Mass of container filled with the sample and water for Sample 1 8353.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.558
Theoretical maximum density at 25°C (77°F) no data