Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994673 DEA: 033F0704 EFIS: 0312000054
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-2.0/3.5
Work Description: American River Bridge Rehabilitation
Location Description:
Contractor Name: American River Constructors
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: John Ruzic Structure Rep.: Pha Tran
DIME Sample ID: 2024-05-29-59
TL Number from the TL Form: 849928
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2024
The quantity of what the sample constitutes: 3/4" WMA w/ 25% RAP
A brief description of the sample: 6 boxes of mix
From where was the sample collected: Source
Laboratory sample identification: Daily 24-027
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
DIME Test ID: 2024-05-29-59-1
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: 06/05/2024
Date Tested: 06/05/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF24-008
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
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Specific Gravity for Sample 1
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2.556
|
|
Theoretical maximum density at 25°C (77°F)
|
3 kg/m^3
|
DIME Test ID: 2024-05-29-59-2
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: 06/05/2024
Date Tested: 06/05/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF24-008
L1
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
2107.5 g
|
|
Corrected Asphalt Binder Content
|
4.78 %
|
|
Mass Loss
|
113.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.6 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-05-29-59-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/12/2024
Date Tested: 06/11/2024
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Total Average 3.36
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
no data
|
|
Average impression at 5000 passes (left/right avg)
|
2.94 mm
|
|
Average impression at 10000 passes (left/right avg)
|
3.415 mm
|
|
Average impression at 15000 passes (left/right avg)
|
3.89 mm
|
|
Average impression at 20000 passes (left/right avg)
|
4.25 mm
|
|
Average impression at 25000 passes (left/right avg)
|
4.525 mm
|
