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Sample Record for 2020-07-06-40

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

Project Information

Project ID: 214801 DEA: 031G6504 EFIS: 0319000105 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA,NEV-89-21.5/21.6,0.0/0.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location Description: PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM WEST RIVER STREET TO 0.2 MILE NORTH OF DEERFIELD DRIVE
Contractor Name: All-American Construction, Inc.
Contractor Address: P.O. Box 536, Live Oak, CA 95953
Resident Engineer: Bojana Guiterrez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-06-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A w/RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-031
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Martis Valley Plant

Material Information

RAP Source: Martis
Aggregate Size:
Aggregate Source:
RAP Stockpile: Static
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2020-07-06-40-1
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: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.2 %
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

DIME Test ID: 2020-07-06-40-2
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: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: not applicable
Additional Comments When Verified: JMF20-031
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 7346 grams
Mass of oven-dry sample in air for Sample 1 2143 grams
Mass of container filled with the sample and water for Sample 1 8632 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.5
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2020-07-06-40-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/15/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-031
Test Result Compliance: complies
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 %
Cumulative percent passing the 3/8 in. sieve 94 %
Cumulative percent passing the #4 sieve 78 %
Cumulative percent passing the #8 sieve 61 %
Cumulative percent passing the #16 sieve 46 %
Cumulative percent passing the #30 sieve 35 %
Cumulative percent passing the #50 sieve 26 %
Cumulative percent passing the #100 sieve 19 %
Cumulative percent passing the #200 sieve 13.9 %