Sample Record for 2020-07-13-2
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: 2020-07-13-2
TL Number from the TL Form: C827327
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/13/2020
The quantity of what the sample constitutes: 32 boxes
A brief description of the sample: 3/4" WMA Type A w/ 15% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Tracy
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2020-07-13-2-1
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: 08/05/2020
Date Tested: 08/05/2020
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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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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2121.0 g
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Corrected Asphalt Binder Content
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5.25 %
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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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1.16 %
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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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538 F
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Test 2 of 6
DIME Test ID: 2020-07-13-2-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 07/27/2020
Date Tested: 07/27/2020
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: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.427
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Bulk Specific Gravity 2
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2.431
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Bulk Specific Gravity 3
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2.426
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Average Bulk Specific Gravity
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2.428
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Test 3 of 6
DIME Test ID: 2020-07-13-2-4
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: 07/27/2020
Date Tested: 07/27/2020
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: not applicable
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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Specific Gravity for Sample 1
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2.490
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 4 of 6
DIME Test ID: 2020-07-13-2-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/27/2020
Date Tested: 07/27/2020
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: does not comply
Additional Comments When Verified:
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Percent Air Voids
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2.5 %
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Percent Air Voids 2
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2.4
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Percent Air Voids 3
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2.6
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Percent Air Voids Average
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2.5
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Test 5 of 6
DIME Test ID: 2020-07-13-2-9
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 08/05/2020.
Reason: corrected
Test 6 of 6
DIME Test ID: 2020-07-13-2-10
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, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2020-07-13-2-2 | AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content) | 07/13/2020 | Not scheduled | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | | Frank Chavez Jr |
| 2020-07-13-2-6 | AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content) | 07/13/2020 | Not scheduled | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | dry strength and wet strength | Frank Chavez Jr |
| 2020-07-13-2-7 | AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track) | 07/13/2020 | Not scheduled | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | minimum number of passes at 0.5 inch rut depth)
inflection point minimum number of passes | Frank Chavez Jr |
| 2020-07-13-2-8 | AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction) | 07/13/2020 | Not scheduled | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | Ninitial (8 Gyrations) *(Back calculate from N-design)
Ndesign (85 Gyrations) *(Average of 3)
Nfinal (130 Gyrations) *(1 sample (i.e.puck))
Hamburg wheel track test specimens: Gyrations, Height (mm), Mass (g) | Frank Chavez Jr |
29535295392954029541
