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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 on following page(s): 5

Test Results

Test

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

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

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

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

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 %