Sample Record for 2019-03-25-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2019-03-25-24
TL Number from the TL Form: HDQTRS Lab
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 03/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
The quantity of what the sample constitutes: Dispute Resolution of JMF Verification
A brief description of the sample: RAP (Dispute Resolution of JMF)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
Material Information
RAP Source: Templeton
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 5
DIME Test ID: 2019-03-25-24-1
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)
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/09/2019.
Reason: retested
Test 2 of 5
DIME Test ID: 2019-03-25-24-2
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/08/2019.
Reason: corrected
Test 3 of 5
DIME Test ID: 2019-03-25-24-4
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/08/2019
Date Tested: 04/30/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Total mass of material in the sample
|
1502.5 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
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0 grams
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Cumulative mass retained on the 1/2 in. sieve
|
31.2 grams
|
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Cumulative mass retained on the 3/8 in. sieve
|
134 grams
|
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Cumulative mass retained on the 1/4 in. sieve
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134 grams
|
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Cumulative mass retained on the #4 sieve
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575.9 grams
|
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Cumulative mass retained on the #8 sieve
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854.3 grams
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Cumulative mass retained on the #16 sieve
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1017.8 grams
|
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Cumulative mass retained on the #30 sieve
|
1123.4 grams
|
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Cumulative mass retained on the #50 sieve
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1234.1 grams
|
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Cumulative mass retained on the #100 sieve
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1318.8 grams
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Cumulative mass retained on the #200 sieve
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1340.7 grams
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Cumulative percent passing the 2 in. sieve
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100 %
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|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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|
Cumulative percent passing the 3/4 in. sieve
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100 %
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|
Cumulative percent passing the 1/2 in. sieve
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97.9 %
|
|
Cumulative percent passing the 3/8 in. sieve
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91.1 %
|
|
Cumulative percent passing the 1/4 in. sieve
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91.1 %
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Cumulative percent passing the #4 sieve
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61.7 %
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Cumulative percent passing the #8 sieve
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43.1 %
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Cumulative percent passing the #16 sieve
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32.3 %
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Cumulative percent passing the #30 sieve
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25.2 %
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Cumulative percent passing the #50 sieve
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17.9 %
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Cumulative percent passing the #100 sieve
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12.2 %
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Cumulative percent passing the #200 sieve
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10.77 %
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Test 4 of 5
DIME Test ID: 2019-03-25-24-5
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: 05/09/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Water
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Method Performed
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no data
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Mass of oven-dry sample in air for Sample 1
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1608.0 grams
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Mass of sample in water for Sample 1
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953.0 grams
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
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2.454
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 5 of 5
DIME Test ID: 2019-03-25-24-6
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: 05/09/2019
Date Tested: 04/30/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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7.60 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2019-03-25-24-3 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | 04/30/2019 | 04/30/2019 | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | | |
20141
