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Sample Record for 2021-05-06-27

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Project Information

Project ID: 214874 DEA: 022H0504 EFIS: 0216000093 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-R34.8/R35.4
Work Description: REALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location Description: TRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Joel Gasik Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-06-27
TL Number from the TL Form: 768790
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1/2-inch RAP (Combined, 5/8" Minus)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78792B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

RAP Source: KRC Orland
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):

Test Results

Test 1 of 3

DIME Test ID: 2021-05-06-27-1
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: 07/02/2021
Date Tested: 05/10/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.49 %
Mass of HMA prior to ignition 1731.6 g
Mass of aggregate remaining after ignition 1633.6 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0.17 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-05-06-27-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/02/2021
Date Tested: 05/11/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1641.1 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 74.4 grams
Cumulative mass retained on the 3/8 in. sieve 200 grams
Mass retained on the 1/4 in. sieve 471.4 grams
Cumulative mass retained on the #4 sieve 633.8 grams
Cumulative mass retained on the #8 sieve 915.2 grams
Cumulative mass retained on the #16 sieve 1102.2 grams
Cumulative mass retained on the #30 sieve 1241.1 grams
Cumulative mass retained on the #50 sieve 1369.9 grams
Cumulative mass retained on the #100 sieve 1459.8 grams
Cumulative mass retained on the #200 sieve 1507 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 95.5 %
Cumulative percent passing the 3/8 in. sieve 87.8 %
Cumulative percent passing the 1/4 in. sieve 71.3 %
Cumulative percent passing the #4 sieve 61.4 %
Cumulative percent passing the #8 sieve 44.2 %
Cumulative percent passing the #16 sieve 32.8 %
Cumulative percent passing the #30 sieve 24.4 %
Cumulative percent passing the #50 sieve 16.5 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8.17 %

Test 3 of 3

DIME Test ID: 2021-05-06-27-3
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: 07/02/2021
Date Tested: 05/10/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1675.5 grams
Mass of container filled with the sample and water for Sample 1 8362.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.578

Tests Assigned to this Sample

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