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Sample Record for 2020-03-10-10

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

Project Information

Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ
Contractor Address: 1234 address, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last

Sample Information

DIME Sample ID: 2020-03-10-10
TL Number from the TL Form:
Sample Submitted By Organization: ZZCT - Sacramento DIME Development - AVS Testing Internal
Sample Organization Contact:
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2020
The quantity of what the sample constitutes: RAP
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mark West Quarry

Material Information

RAP Source: Mark West Quarry
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2020-03-10-10-1
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: 03/10/2020
Date Tested: 03/10/2020
Submitted By Organization: ZZCT - Sacramento DIME Development - AVS Testing Internal
Organization Address: 123 Street,
Organization City: Sacramento
Organization State: CA
Organization Zipcode:
Organization Email:
Organization Phone:
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 2345.0 g
Corrected Asphalt Binder Content 0.04 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 0.42 %
Moisture Content 0.04 %
Temperature Compensation Factor no data
Test Temperature 10000 F

Test 2 of 3

DIME Test ID: 2020-03-10-10-2
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: 03/10/2020
Date Tested: 03/10/2020
Submitted By Organization: ZZCT - Sacramento DIME Development - AVS Testing Internal
Organization Address: 123 Street,
Organization City: Sacramento
Organization State: CA
Organization Zipcode:
Organization Email:
Organization Phone:
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 Water
Specific Gravity for Sample 1 2.700
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-03-10-10-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/10/2020
Date Tested: 03/10/2020
Submitted By Organization: ZZCT - Sacramento DIME Development - AVS Testing Internal
Organization Address: 123 Street,
Organization City: Sacramento
Organization State: CA
Organization Zipcode:
Organization Email:
Organization Phone:
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 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 98 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the 1/4 in. sieve 0 %
Cumulative percent passing the #4 sieve 68 %
Cumulative percent passing the #8 sieve 51 %
Cumulative percent passing the #16 sieve 35.3 %
Cumulative percent passing the #30 sieve 26.5 %
Cumulative percent passing the #50 sieve 18.4 %
Cumulative percent passing the #100 sieve 11.5 %
Cumulative percent passing the #200 sieve 7.5 %