Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993825 DEA: 040Q30U4 EFIS: 0420000235 COOP: 042830A3,042830A4
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-680-R11.0/R21.9,R0.0/R0.9
Work Description: PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING (Jason Ochoa)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Yannaing Tun Structure Rep.: Unknown
DIME Sample ID: 2024-11-19-24
TL Number from the TL Form: C919269
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/20/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"HMA w/25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
DIME Test ID: 2024-11-19-24-1
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: 11/22/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 15
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
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7335.6 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2517.3 grams
|
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Mass of container filled with the sample and water for Sample 1
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8842.2 grams
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Temperature of Water
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no data0 °F
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|
Specific Gravity for Sample 1
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2.491
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|
Theoretical maximum density at 25°C (77°F)
|
2484 kg/m^3
|
DIME Test ID: 2024-11-19-24-2
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: 11/22/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 15
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.363
|
|
Bulk Specific Gravity 2
|
2.362
|
|
Bulk Specific Gravity 3
|
2.378
|
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Average Bulk Specific Gravity
|
2.368
|
DIME Test ID: 2024-11-19-24-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/22/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 15
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.1 %
|
|
Percent Air Voids 2
|
5.2 %
|
|
Percent Air Voids 3
|
4.5 %
|
|
Average Percent Air Voids
|
4.9 %
|
|
Average Core Density
|
95.1 %
|
DIME Test ID: 2024-11-19-24-4
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: 11/22/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 16
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.386
|
DIME Test ID: 2024-11-19-24-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/22/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 16
Test Result Compliance: complies
Additional Comments When Verified:
DIME Test ID: 2024-11-19-24-6
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: 11/27/2024
Date Tested: 11/21/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 15
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
2899.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4907.8 g
|
|
Mass of HMA Sample prior to ignition
|
2008.3 g
|
|
Corrected Asphalt Binder Content
|
4.99 %
|
|
Mass Loss
|
127.2 g
|
|
Mass of aggregate remaining after ignition
|
1881.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-11-19-24-7
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: 11/27/2024
Date Tested: 11/26/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 7 Sublot 16
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
2917.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4934.9 g
|
|
Mass of HMA Sample prior to ignition
|
2017.4 g
|
|
Corrected Asphalt Binder Content
|
4.63 %
|
|
Mass Loss
|
120.4 g
|
|
Mass of aggregate remaining after ignition
|
1897 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
