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Sample Record for 2020-09-17-20

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Project Information

Project ID: 214629 DEA: 051H9304 EFIS: 0517000017 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-46-R17.2/R17.6
Work Description: CONSTRUCT ROUNDABOUT.
Location Description: SAN LUIS OBISPO COUNTY NEAR TEMPLETON FROM 0.2 MILE WEST TO 0.2 MILE EAST OF VINEYARD DRIVE
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Rick Silva Structure Rep.: Salvador J Heredia

Sample Information

DIME Sample ID: 2020-09-17-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Bag of RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Paso Robles

Material Information

RAP Source: CalPortland Paso Robles
Aggregate Size:
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: 2020-09-17-20-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/01/2020
Date Tested: 09/28/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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 95.6 %
Cumulative percent passing the 3/8 in. sieve 88.2 %
Cumulative percent passing the #4 sieve 59.5 %
Cumulative percent passing the #8 sieve 43.2 %
Cumulative percent passing the #16 sieve 31.6 %
Cumulative percent passing the #30 sieve 22.1 %
Cumulative percent passing the #50 sieve 14.6 %
Cumulative percent passing the #100 sieve 9.3 %
Cumulative percent passing the #200 sieve 5.9 %

Test 2 of 3

DIME Test ID: 2020-09-17-20-2
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: 10/01/2020
Date Tested: 09/28/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1807.9 g
Corrected Asphalt Binder Content 6.38 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 3 of 3

DIME Test ID: 2020-09-17-20-3
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: 10/01/2020
Date Tested: 09/23/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
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 7401.0 grams
Mass of oven-dry sample in air for Sample 1 1561.0 grams
Mass of container filled with the sample and water for Sample 1 8317.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.417
Theoretical maximum density at 25°C (77°F) no data