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Sample Record for 2022-01-21-47

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Project Information

Project ID: 993183 DEA: 031H2704 EFIS: 0316000082 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-R11.2/13.5
Work Description: UPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location Description: YUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Selvendran Manoharan Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2022-01-21-47
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: 01/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/10/2022
The quantity of what the sample constitutes: 2 Bags of RAP
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: KRC HALLWOOD Drum Plant

Material Information

RAP Source: KRC Hallwood
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2022-01-21-47-1
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: 03/22/2022
Date Tested: 02/10/2022
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 22-001
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 5.38 %
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: 2022-01-21-47-2
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: 03/22/2022
Date Tested: 02/10/2022
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 22-001
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 1517.7 grams
Mass of oven-dry sample in air for Sample 1 7345.5 grams
Mass of container filled with the sample and water for Sample 1 8276.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 12.526
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2022-01-21-47-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/22/2022
Date Tested: 02/16/2022
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 22-001
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 91.9 %
Cumulative percent passing the 3/8 in. sieve 81.7 %
Cumulative percent passing the #4 sieve 58.4 %
Cumulative percent passing the #8 sieve 42.9 %
Cumulative percent passing the #16 sieve 33.3 %
Cumulative percent passing the #30 sieve 25.6 %
Cumulative percent passing the #50 sieve 17.7 %
Cumulative percent passing the #100 sieve 12.1 %
Cumulative percent passing the #200 sieve 8.7 %