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Sample Record for 2019-07-01-18

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

Project Information

Project ID: 213826 DEA: 023H1704 EFIS: 0217000066 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-Var
Work Description: COLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location Description: MODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
Contractor Name: EAGLE PEAK ROCK & PAVING INC
Contractor Address: P.O. BOX 879, ALTURAS, CA 96101
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-07-01-18
TL Number from the TL Form: 768943
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: 07/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D77970D
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Eagle Peak Rock and Paving, Alturas, CA

Material Information

RAP Source: Alturas Plant
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile: Continuous
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: 2019-07-01-18-1
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: 04/24/2020
Date Tested: 07/08/2019
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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 4636.3 g
Corrected Asphalt Binder Content 6.85 %
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 4

DIME Test ID: 2019-07-01-18-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/24/2020
Date Tested: 07/09/2019
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 100 %
Cumulative percent passing the 3/8 in. sieve 93 %
Cumulative percent passing the 1/4 in. sieve 81.2 %
Cumulative percent passing the #4 sieve 73.2 %
Cumulative percent passing the #8 sieve 54.5 %
Cumulative percent passing the #16 sieve 38.7 %
Cumulative percent passing the #30 sieve 28.1 %
Cumulative percent passing the #50 sieve 20.1 %
Cumulative percent passing the #100 sieve 13.9 %
Cumulative percent passing the #200 sieve 9.4 %

Test 3 of 4

DIME Test ID: 2019-07-01-18-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 04/24/2020.
Reason: retested

Test 4 of 4

DIME Test ID: 2019-07-01-18-4
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: 04/24/2020
Date Tested: 07/08/2019
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: does not comply
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 2.501
Theoretical maximum density at 25°C (77°F) no data