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Sample Record for 2021-03-12-19

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Project Information

Project ID: 215307 DEA: 033F5004 EFIS: 0313000019 QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-5-R7.4/R17.0
Work Description: PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location Description: GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY, INC. DBA KNIFE RIVER CONSTRUCT
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Tony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-12-19
TL Number from the TL Form: C778174
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: 03/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/12/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

RAP Source: KRC Orland
Aggregate Size:
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons):

Test Results

Test 1 of 4

DIME Test ID: 2021-03-12-19-1
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: 04/05/2021
Date Tested: 12/07/2020
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: JMF21-003. KRC Personnel
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
Asphalt Binder Content 4.79 %
Correction Factor (Percent by mass of HMA Specimen) no data

Test 2 of 4

DIME Test ID: 2021-03-12-19-2
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: 04/05/2021
Date Tested: 03/08/2021
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: JMF21-003.
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 7345.6 grams
Mass of oven-dry sample in air for Sample 1 1914.2 grams
Mass of container filled with the sample and water for Sample 1 8516.2 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.574

Test 3 of 4

DIME Test ID: 2021-03-12-19-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/05/2021
Date Tested: 03/08/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-003
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 97 %
Cumulative percent passing the 3/8 in. sieve 92 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8.2 %

Test 4 of 4

DIME Test ID: 2021-03-12-19-4
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: 04/05/2021
Date Tested: 12/07/2020
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 4.79 %
Correction Factor (Percent by mass of HMA Specimen) no data

Tests Assigned to this Sample

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