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Sample Record for 2020-04-03-11

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

Project Information

Project ID: 213580 DEA: 051C2604 EFIS: 0512000108 QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-25-25.9/26.3
Work Description: CURVE REALIGNMENT, RETAINING WALL, CULVERT EXTENSION.
Location Description: SAN BENITO COUNTY ABOUT 23 MILES SOUTH OF HOLLISTER FROM 0.06 MILE SOUTH OF LA GLORIA ROAD TO 0.20 MILE SOUTH OF ENTRANCE TO CALIFORNIA DEPARTMENT OF FORESTRY COMPOUND
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 HELLYER AVE, SUITE 220, SAN JOSE, CA 95138
Resident Engineer: Rodger Johnson Structure Rep.: Juan Moreno

Sample Information

DIME Sample ID: 2020-04-03-11
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: 04/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2020
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: Graniterock Aromas

Material Information

RAP Source: Graniterock Aromas
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2020-04-03-11-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/28/2020
Date Tested: 04/27/2020
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 99.5 %
Cumulative percent passing the 3/8 in. sieve 94.1 %
Cumulative percent passing the #4 sieve 70.8 %
Cumulative percent passing the #8 sieve 53.4 %
Cumulative percent passing the #16 sieve 40.4 %
Cumulative percent passing the #30 sieve 31 %
Cumulative percent passing the #50 sieve 22.8 %
Cumulative percent passing the #100 sieve 14.5 %
Cumulative percent passing the #200 sieve 9.7 %

Test 2 of 4

DIME Test ID: 2020-04-03-11-2
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: 04/28/2020
Date Tested: 04/03/2020
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:
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 2.444
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2020-04-03-11-3
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)
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: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 04/28/2020.
Reason: corrected

Test 4 of 4

DIME Test ID: 2020-04-03-11-4
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: 04/28/2020
Date Tested: 04/21/2020
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 A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 6.44 %
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