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Sample Record for 2022-01-21-47

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

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 1 of 3

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 2 of 3

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 3 of 3

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 %