Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994696 DEA: 100Y7704 EFIS: 1015000008
QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-12.0/22.1
Work Description: REPLACE AC SURFACING, PLACE HMA AND RHMA, AND BRIDGE REPAIR.
Location Description: MARIPOSA COUNTY NEAR MARIPOSA FROM 1.3 MILES EAST OF CATHEYS VALLEY PARK TO 0.1 MILE NORTH OF ROUTE 49
Contractor Name: GEORGE REED, INC.
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Troy Scheiber Structure Rep.: Unknown
DIME Sample ID: 2024-09-04-98
TL Number from the TL Form: 0Y7704
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-H-114
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant
DIME Test ID: 2024-09-04-98-1
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: 09/19/2024
Date Tested: 09/19/2024
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Specific Gravity for Sample 1
|
2.469
|
Theoretical maximum density at 25°C (77°F)
|
152.6 lb/ft^3
|
DIME Test ID: 2024-09-04-98-2
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: 09/19/2024
Date Tested: 09/19/2024
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2010.6 g
|
Corrected Asphalt Binder Content
|
5.24 %
|
Mass Loss
|
114.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.4 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.15 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-09-04-98-3
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: 09/19/2024
Date Tested: 09/19/2024
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2147 g
|
Corrected Asphalt Binder Content
|
5.41 %
|
Mass Loss
|
127.8 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.4 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
538 C
|