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Sample Record for 2020-01-30-18

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

Project Information

Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.8/22.0
Work Description: Goleta Cross Slope Correction
Location Description:
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Kevin Murdock Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-30-18
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: 01/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2020
The quantity of what the sample constitutes: Verification Testing
A brief description of the sample: 1 Bag combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey

Material Information

RAP Source: Garey Stocklpiles
Aggregate Size: Unknown
Aggregate Source: Garey
RAP Stockpile: Static
Stockpile Size (tons): 500, 500
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2020-01-30-18-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 02/03/2020
Date Tested: 02/03/2020
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: not applicable
Additional Comments When Verified:
Total mass of material in the sample 1565.2 grams
Cumulative mass retained on the 2 in. sieve no data
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 42 grams
Cumulative mass retained on the 3/8 in. sieve 159.3 grams
Cumulative mass retained on the 1/4 in. sieve no data
Cumulative mass retained on the #4 sieve 548.3 grams
Cumulative mass retained on the #8 sieve 810.8 grams
Cumulative mass retained on the #16 sieve 978.7 grams
Cumulative mass retained on the #30 sieve 1117.4 grams
Cumulative mass retained on the #50 sieve 1257.4 grams
Cumulative mass retained on the #100 sieve 1368.9 grams
Cumulative mass retained on the #200 sieve 1439.8 grams
Cumulative percent passing the 2 in. sieve no data
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 97.3 %
Cumulative percent passing the 3/8 in. sieve 89.8 %
Cumulative percent passing the 1/4 in. sieve no data
Cumulative percent passing the #4 sieve 65 %
Cumulative percent passing the #8 sieve 48.2 %
Cumulative percent passing the #16 sieve 37.5 %
Cumulative percent passing the #30 sieve 28.6 %
Cumulative percent passing the #50 sieve 19.7 %
Cumulative percent passing the #100 sieve 12.5 %
Cumulative percent passing the #200 sieve 8.01 %

Test 2 of 4

DIME Test ID: 2020-01-30-18-2
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: 02/12/2020
Date Tested: 01/23/2020
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:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.391
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2020-01-30-18-3
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: 02/12/2020
Date Tested: 01/23/2020
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:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method B
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 7.74 %
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 no data

Test 4 of 4

DIME Test ID: 2020-01-30-18-4
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 02/13/2020
Date Tested: 01/23/2020
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:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.48 %