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Sample Record for 2021-04-01-26

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Project Information

Project ID: 212914 DEA: 031E0604 EFIS: 0312000068 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-15.5/16.5
Work Description: SIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location Description: NEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Manoharan Selvendran Structure Rep.: Travis Christie

Sample Information

DIME Sample ID: 2021-04-01-26
TL Number from the TL Form: C706328
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: 04/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP minus 1/2"
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-020A
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Teichert-Hallwood Drum Plant

Material Information

RAP Source: Teichert Hallwood, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-04-01-26-1
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: 05/05/2021
Date Tested: 01/13/2021
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: JMF21-020A.
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 4.55 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2021-04-01-26-2
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: 05/05/2021
Date Tested: 04/06/2021
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: JMF21-020A.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7405.2 grams
Mass of oven-dry sample in air for Sample 1 1692.0 grams
Mass of container filled with the sample and water for Sample 1 8453.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.628

Test 3 of 3

DIME Test ID: 2021-04-01-26-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/05/2021
Date Tested: 04/07/2021
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: JMF21-020A.
Test Result Compliance: complies
Additional Comments When Verified:
Does this test use 1/4 sieve? 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 96 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 58 %
Cumulative percent passing the #8 sieve 40 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9 %

Tests Assigned to this Sample

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