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Sample Record for 2023-03-08-14

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Project Information

Project ID: 215486 DEA: 040A0204 EFIS: 0400000129 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-15-15.7
Work Description: Construct roadway and bridge with structural concrete and CIDH piling
Location Description: District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Fabio La Serna Structure Rep.: Bunma Nou

Sample Information

DIME Sample ID: 2023-03-08-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/08/2023
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Bodean - Santa Rosa

Material Information

RAP Source: Bodean Santa Rosa
Aggregate Size: 1/2
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-03-08-14-1
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: 03/22/2023
Date Tested: 03/08/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3,232.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5,175.6 g
Mass of HMA Sample prior to ignition 1,943.3 g
Corrected Asphalt Binder Content 6.74 %
Mass Loss 133.9 g
Mass of aggregate remaining after ignition 1,809.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 900 F

Test 2 of 2

DIME Test ID: 2023-03-08-14-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/22/2023
Date Tested: 03/08/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.4 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.1 %
Aggregate correction factor for the #4 sieve (% passing) -0.7 %
Aggregate correction factor for the #8 sieve (% passing) -0.6 %
Aggregate correction factor for the #16 sieve (% passing) -1.1 %
Aggregate correction factor for the #30 sieve (% passing) -1.5 %
Aggregate correction factor for the #50 sieve (% passing) -1.9 %
Aggregate correction factor for the #100 sieve (% passing) -1.7 %
Aggregate correction factor for the #200 sieve (% passing) -1.4 %
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 95 %
Cumulative percent passing the 3/8 in. sieve 86 %
Cumulative percent passing the #4 sieve 62 %
Cumulative percent passing the #8 sieve 45 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 6.0 %