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Sample Record for 2021-03-19-25

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Project Information

Project ID: 215405 DEA: 032G1604 EFIS: 0320000235 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-45-0.6/12.9
Work Description: COLD PLANE AC PAVEMENT AND REPLACE WITH HOT MIX ASPHALT.
Location Description: YOLO COUNTY NEAR KNIGHTS LANDING FROM SYCAMORE SLOUGH BRIDGE TO YOLO COUNTY LINE ROAD
Contractor Name: All American Asphalt
Contractor Address: PO Box 635, Live Oaks, CA 95953
Resident Engineer: Luis Pompa Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-19-25
TL Number from the TL Form: C849138
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: 03/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP (minus 3/4")
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Woodland Plant

Material Information

RAP Source: Teichert Woodland Plant, RAP Bin 1
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2021-03-19-25-1
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: 05/25/2021
Date Tested: 02/01/2021
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: JMF21-015. Teichert Lab Personnel
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 4.67 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 3

DIME Test ID: 2021-03-19-25-2
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: 05/25/2021
Date Tested: 03/29/2021
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: JMF21-015.
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7346.0 grams
Mass of oven-dry sample in air for Sample 1 2083.3 grams
Mass of container filled with the sample and water for Sample 1 8611.4 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.547

Test 3 of 3

DIME Test ID: 2021-03-19-25-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/25/2021
Date Tested: 03/29/2021
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: JMF21-015.
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 89 %
Cumulative percent passing the #4 sieve 68 %
Cumulative percent passing the #8 sieve 49 %
Cumulative percent passing the #16 sieve 37 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 8.6 %

Tests Assigned to this Sample

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