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Sample Record for 2022-08-15-33

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993697 DEA: 022J4504 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-56.0/R60.5
Work Description: PLACE HMA (TYPE A) AND REPLACE AC SURFACING.
Location Description: TEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-15-33
TL Number from the TL Form: 857903
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Combined RAP (1/2-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79129B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction – Orland Plant (Orland, CA)

Material Information

RAP Source: KRC Orland
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-08-15-33-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 08/22/2022
Date Tested: 08/17/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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: Uncorrected.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.40 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 2 of 3

DIME Test ID: 2022-08-15-33-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/22/2022
Date Tested: 08/18/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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: Uncorrected.
Test Result Compliance: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? 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 99.1 %
Cumulative percent passing the 3/8 in. sieve 91.7 %
Cumulative percent passing the 1/4 in. sieve 75.7 %
Cumulative percent passing the #4 sieve 62.9 %
Cumulative percent passing the #8 sieve 41.7 %
Cumulative percent passing the #16 sieve 29.9 %
Cumulative percent passing the #30 sieve 21.8 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 10.4 %
Cumulative percent passing the #200 sieve 7.7 %

Test 3 of 3

DIME Test ID: 2022-08-15-33-3
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: 08/22/2022
Date Tested: 08/18/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
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
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.8 grams
Mass of oven-dry sample in air for Sample 1 2544.8 grams
Mass of container filled with the sample and water for Sample 1 8895.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.583
Theoretical maximum density at 25°C (77°F) 160.8 lb/ft^3