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Sample Record for 2019-04-28-7

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

Project Information

Project ID: 213912 DEA: 033H71U4 EFIS: 0319000051 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-8.8/12.1
Work Description: WIDEN RDWY, RDWY EX, HMA & MODIFY ELECT SYSTEM.
Location Description: BUTTE COUNTY NEAR OROVILLE FROM 0.1 MILE SOUTH OF PALERMO ROAD TO 0.6 MILE NORTH OF OPHIR ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 400 Sunrise Ave. Ste. 300, Roseville, CA 95661
Resident Engineer: Ryan Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-04-28-7
TL Number from the TL Form:
Sample Submitted By Organization: Teichert Materials - Sacramento
Sample Organization Contact: (916) 386-6974
Type of Sample: Quality Control
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/28/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2019
The quantity of what the sample constitutes: 1 production lot
A brief description of the sample: JMF mix design data
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Hallwood

Material Information

RAP Source: Teichert Materials Hallwood
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 5

DIME Test ID: 2019-04-28-7-1
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: 05/29/2019
Date Tested: 04/19/2019
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 4.44 %

Test 2 of 5

DIME Test ID: 2019-04-28-7-2
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: 05/29/2019
Date Tested: 04/19/2019
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
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 2.582
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 5

DIME Test ID: 2019-04-28-7-3
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/29/2019
Date Tested: 04/19/2019
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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 96 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the 1/4 in. sieve no data
Cumulative percent passing the #4 sieve 52 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 9.1 %

Test 4 of 5

DIME Test ID: 2019-04-28-7-4
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: 05/29/2019
Date Tested: 04/19/2019
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
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 5.91 %
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 5 of 5

DIME Test ID: 2019-04-28-7-5
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 05/29/2019
Date Tested: 04/19/2019
Submitted By Organization: Teichert Materials - Sacramento
Organization Address: 3500 American River Drive,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95864
Organization Email: egifford@teichert.com
Organization Phone: (916) 386-6974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
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 95 %
Cumulative percent passing the 3/8 in. sieve 82 %
Cumulative percent passing the #4 sieve 53 %
Cumulative percent passing the #8 sieve 38 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8.3 %