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Sample Record for 2020-07-13-2

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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:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2121.0 g
Corrected Asphalt Binder Content 5.25 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 1.16 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature 538 F

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:
Bulk Specific Gravity 2.427
Bulk Specific Gravity 2 2.431
Bulk Specific Gravity 3 2.426
Average Bulk Specific Gravity 2.428

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:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.490
Theoretical maximum density at 25°C (77°F) no data

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:
Percent Air Voids 2.5 %
Percent Air Voids 2 2.4
Percent Air Voids 3 2.6
Average Percent Air Voids 2.5

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 IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2020-07-13-2-2AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)07/13/2020Not scheduledClinton EdmistonCT HQ - Sacramento Hot Mix Asphalt LaboratoryFrank Chavez Jr
2020-07-13-2-6AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)07/13/2020Not scheduledClinton EdmistonCT HQ - Sacramento Hot Mix Asphalt Laboratorydry strength and wet strengthFrank Chavez Jr
2020-07-13-2-7AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)07/13/2020Not scheduledClinton EdmistonCT HQ - Sacramento Hot Mix Asphalt Laboratoryminimum number of passes at 0.5 inch rut depth) inflection point minimum number of passesFrank Chavez Jr
2020-07-13-2-8AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)07/13/2020Not scheduledClinton EdmistonCT HQ - Sacramento Hot Mix Asphalt LaboratoryNinitial (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