Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-5-9.7/24.9
Work Description:
Location Description: Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Contractor Name: NOR CAL PAVING TEICHERT/GRANITE
Contractor Address: 400 Sunrise Ave. Ste. #300, Roseville, CA 95661
Resident Engineer: Daniel Tecle Structure Rep.: Pha Tran
DIME Sample ID: 2020-10-20-27
TL Number from the TL Form: Unknown
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: 10/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/8-inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company - Bradshaw
RAP Source: GCCO Bradshaw Plant, RAP Bin 1
Aggregate Size: 3/8 inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): 40,000 tons
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2020-10-20-27-1
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: 03/18/2021
Date Tested: 10/20/2020
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: JMF21-001. Test Date from CEM 3512
Test Result Compliance: complies
Additional Comments When Verified: JMF21-001
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
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no data
|
Corrected Asphalt Binder Content
|
5.20 %
|
Mass Loss
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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
|
DIME Test ID: 2020-10-20-27-2
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: 03/19/2021
Date Tested: 02/08/2021
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: JMF21-001. Ben Dreher
Test Result Compliance: not applicable
Additional Comments When Verified: JMF21-001
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
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Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7405.7 grams
|
Mass of oven-dry sample in air for Sample 1
|
1589.9 grams
|
Mass of container filled with the sample and water for Sample 1
|
8380.1 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.583
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-10-20-27-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 03/19/2021
Date Tested: 02/08/2021
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: JMF21-001.
Test Result Compliance: complies
Additional Comments When Verified: JMF21-001
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
|
100 %
|
Cumulative percent passing the #4 sieve
|
81 %
|
Cumulative percent passing the #8 sieve
|
59 %
|
Cumulative percent passing the #16 sieve
|
45 %
|
Cumulative percent passing the #30 sieve
|
34 %
|
Cumulative percent passing the #50 sieve
|
25 %
|
Cumulative percent passing the #100 sieve
|
17 %
|
Cumulative percent passing the #200 sieve
|
12.2 %
|