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Sample Record for 2021-05-11-38

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Project Information

Project ID: 214426 DEA: 030A5704 EFIS: 0300020593 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-20-13.3/R18.2
Work Description: Browns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location Description: YUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave, Suite 300, Roseville, CA 95661
Resident Engineer: Garrett Griffith Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2021-05-11-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2021
The quantity of what the sample constitutes: 1 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: Teichert Hallwood Drum Plant

Material Information

RAP Source: Teichert Hallwood
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2021-05-11-38-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 08/27/2021
Date Tested: 07/12/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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 21-028
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 4.35 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2021-05-11-38-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/27/2021
Date Tested: 07/12/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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 21-028
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? No
Total mass of material in the sample 2012.6 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 108.5 grams
Cumulative mass retained on the 3/8 in. sieve 277 grams
Cumulative mass retained on the #4 sieve 798.7 grams
Cumulative mass retained on the #8 sieve 1175.8 grams
Cumulative mass retained on the #16 sieve 1388.4 grams
Cumulative mass retained on the #30 sieve 1541.6 grams
Cumulative mass retained on the #50 sieve 1670.8 grams
Cumulative mass retained on the #100 sieve 1767.1 grams
Cumulative mass retained on the #200 sieve 1828 grams
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 94.6 %
Cumulative percent passing the 3/8 in. sieve 86.2 %
Cumulative percent passing the #4 sieve 60.3 %
Cumulative percent passing the #8 sieve 41.6 %
Cumulative percent passing the #16 sieve 31 %
Cumulative percent passing the #30 sieve 23.4 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 12.2 %
Cumulative percent passing the #200 sieve 9.17 %

Test 3 of 3

DIME Test ID: 2021-05-11-38-3
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: 08/27/2021
Date Tested: 07/12/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
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 21-028
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7352.0 grams
Mass of oven-dry sample in air for Sample 1 2063.1 grams
Mass of container filled with the sample and water for Sample 1 8633.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.641

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.