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Sample Record for 2021-03-04-27

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Project Information

Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 QA Service Level: 1
DIST-CO-RTE-PM: 02-BUT-70-41.9/42.3
Work Description: REMOVE CULVERTS AND CONSTRUCT BRIDGE
Location Description: BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Contractor Name: SHASTA SERVICES INC. DBA
Contractor Address: 509 S. Mt. Shasta Blvd., Mt. Shasta, CA 96067
Resident Engineer: John Yolton Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-03-04-27
TL Number from the TL Form: 896989
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: 03/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1/2-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78752B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2021-03-04-27-1
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: 04/22/2021
Date Tested: 03/11/2021
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: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.24 %
Mass of HMA prior to ignition 1600.2 g
Mass of aggregate remaining after ignition 1515.8 g
Correction Factor (Percent by mass of HMA Specimen) 0 %
Moisture Content 0.03 %
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-03-04-27-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/22/2021
Date Tested: 03/11/2021
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 1515.8 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 50.2 grams
Cumulative mass retained on the 3/8 in. sieve 162.1 grams
Mass retained on the 1/4 in. sieve 419.2 grams
Cumulative mass retained on the #4 sieve 631.5 grams
Cumulative mass retained on the #8 sieve 922.7 grams
Cumulative mass retained on the #16 sieve 1086.5 grams
Cumulative mass retained on the #30 sieve 1199.5 grams
Cumulative mass retained on the #50 sieve 1294.9 grams
Cumulative mass retained on the #100 sieve 1359.7 grams
Cumulative mass retained on the #200 sieve 1396.7 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 96.7 %
Cumulative percent passing the 3/8 in. sieve 89.3 %
Cumulative percent passing the 1/4 in. sieve 72.3 %
Cumulative percent passing the #4 sieve 58.3 %
Cumulative percent passing the #8 sieve 39.1 %
Cumulative percent passing the #16 sieve 28.3 %
Cumulative percent passing the #30 sieve 20.9 %
Cumulative percent passing the #50 sieve 14.6 %
Cumulative percent passing the #100 sieve 10.3 %
Cumulative percent passing the #200 sieve 7.86 %

Test 3 of 3

DIME Test ID: 2021-03-04-27-3
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: 04/22/2021
Date Tested: 03/09/2021
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 1594.2 grams
Mass of container filled with the sample and water for Sample 1 8315.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.592

Tests Assigned to this Sample

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