Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
DEA: No Project
QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-02-18-20
TL Number from the TL Form:
Sample Submitted By Organization: Sierra Pacific Materials
Sample Organization Contact: (805) 423-2327
Type of Sample: Preliminary
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/18/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Source
Laboratory sample identification: TEM12SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton
DIME Test ID: 2019-02-18-20-1
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
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
|
no data
|
Corrected Asphalt Binder Content
|
5.1 %
|
Mass Loss
|
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: 2019-02-18-20-2
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.313
|
Bulk Specific Gravity 2
|
2.313
|
Bulk Specific Gravity 3
|
2.317
|
Average Bulk Specific Gravity
|
2.314
|
DIME Test ID: 2019-02-18-20-3
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: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.412
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-02-18-20-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/30/2019
Date Tested: 02/18/2019
Submitted By Organization: Sierra Pacific Materials
Organization Address: 45315 Lost Hills Road,
Organization City: Coalinga
Organization State: CA
Organization Zipcode: 93210
Organization Email: mdavis@papichconstruction.com
Organization Phone: (805) 423-2327
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
4.1 %
|
Percent Air Voids 2
|
4.1 %
|
Percent Air Voids 3
|
3.9 %
|
Average Percent Air Voids
|
4 %
|