Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994671 DEA: 010H8004 EFIS: 0118000110
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-254-4.3/4.7
Work Description: Project Name: Myers Flat Permanent Restoration
Location Description: Bridge No. 04E0041
Contractor Name: McCullough Construction Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Cody Long Structure Rep.: George Moore
DIME Sample ID: 2024-06-28-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Fortuna Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: 750 Tons, Lot 1-2
A brief description of the sample: HMA Type A SP R15 #23-154
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kernen Blue Lake Plant
DIME Test ID: 2024-06-28-65-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 07/17/2024
Date Tested: 07/08/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
5
|
Bulk Specific Gravity 1
|
2.357
|
Bulk Specific Gravity 2
|
2.321
|
Bulk Specific Gravity 3
|
2.341
|
Bulk Specific Gravity 4
|
2.330
|
Bulk Specific Gravity 5
|
2.379
|
Percent of water absorbed by volume 1
|
0.29 %
|
Percent of water absorbed by volume 2
|
0.59 %
|
Percent of water absorbed by volume 3
|
0.47 %
|
Percent of water absorbed by volume 4
|
1.11 %
|
Percent of water absorbed by volume 5
|
0.26 %
|
Average Bulk Specific Gravity
|
2.346
|
DIME Test ID: 2024-06-28-65-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/17/2024
Date Tested: 07/08/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
no data
|
Mass of container filled with water 1
|
7,337.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2,638.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8,918.3 grams
|
Temperature of Water
|
75.2 °F
|
Specific Gravity for Sample 1
|
2.495
|
Theoretical maximum density at 25°C (77°F)
|
2488 kg/m^3
|
DIME Test ID: 2024-06-28-65-3
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: 07/10/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3,996.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5,997.6 g
|
Mass of HMA Sample prior to ignition
|
2,001.5 g
|
Corrected Asphalt Binder Content
|
4.66 %
|
Mass Loss
|
116.2 g
|
Mass of aggregate remaining after ignition
|
1,885.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.15 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
900 F
|
DIME Test ID: 2024-06-28-65-4
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: 07/17/2024
Date Tested: 07/09/2024
Submitted By Organization: CT D01 - Fortuna Field Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: Binder Content for RAP
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
1,590.7 g
|
Corrected Asphalt Binder Content
|
6.70 %
|
Mass Loss
|
106.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.00 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
1000 F
|