Print Report | Back to Sample Detail

Sample Record for 2019-11-06-14

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: 2019-11-06-14
TL Number from the TL Form:
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: 11/06/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2019
The quantity of what the sample constitutes: 18
A brief description of the sample: 3/4inch RHMA-G SP WMA
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Lake Herman Batch

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2019-11-06-14-1
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: 12/06/2019
Date Tested: 11/26/2019
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: Bulk specific Gravity by using Wax T-275
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.304
Bulk Specific Gravity 2 2.306
Bulk Specific Gravity 3 2.299
Average Bulk Specific Gravity 2.303

Test 2 of 4

DIME Test ID: 2019-11-06-14-2
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: 12/06/2019
Date Tested: 11/26/2019
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: T-209 Bowl Method in water
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
Method Performed no data
Mass of oven-dry sample in air for Sample 1 2557.0 grams
Mass of sample in water for Sample 1 1489.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.394
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 4

DIME Test ID: 2019-11-06-14-3
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: 12/06/2019
Date Tested: 12/05/2019
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: Ignition Oven Test T-308
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method B
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 2193.7 g
Corrected Asphalt Binder Content 7.81 %
Mass Loss no data
Mass of aggregate remaining after ignition 1977.3 g
Correction Factor (Percent by mass of HMA Specimen) 1.88 %
Moisture Content 0.17 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 4 of 4

DIME Test ID: 2019-11-06-14-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/06/2019
Date Tested: 12/05/2019
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: Air Voids T-269
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 3.8 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 4.0 %
Percent Air Voids Average 3.8 %