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Sample Record for 2020-04-15-18

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Project Information

Project ID: 214322 DEA: 021H74U4 EFIS: 0218000043 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-87.8/89.1
Work Description: CURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE.
Location Description: TEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Tofael Anwar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-15-18
TL Number from the TL Form: 853430
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Combined RAP (5/8" Minus)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78385B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Orland Plant

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2020-04-15-18-1
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: 06/04/2020
Date Tested: 04/17/2020
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:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1631.6 g
Corrected Asphalt Binder Content 5.31 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2020-04-15-18-3
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: 06/04/2020
Date Tested: 04/20/2020
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 7338.0 grams
Mass of oven-dry sample in air for Sample 1 1639.0 grams
Mass of container filled with the sample and water for Sample 1 8340.0 grams
Temperature of Water 78 °F
Specific Gravity for Sample 1 2.571
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-04-15-18-4
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/04/2020
Date Tested: 04/17/2020
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:
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 92.9 %
Cumulative percent passing the 3/8 in. sieve 86.8 %
Cumulative percent passing the 1/4 in. sieve 72.1 %
Cumulative percent passing the #4 sieve 63.5 %
Cumulative percent passing the #8 sieve 46.6 %
Cumulative percent passing the #16 sieve 34.6 %
Cumulative percent passing the #30 sieve 25.8 %
Cumulative percent passing the #50 sieve 17.7 %
Cumulative percent passing the #100 sieve 12.1 %
Cumulative percent passing the #200 sieve 7.3 %