Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001609 DEA: 040AA244 EFIS: 0419000455
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC, -680-R0.0/R7.7
Work Description: INDIVIDUAL SLAB REPLACEMENT, COLD PLAN AC PVMT, GRIND EXIST CONC PVMT.
Location Description: CONTRA COSTA COUNTY IN SAN RAMON AND DANVILLE FROM THE ALAMEDA COUNTY LINE TO 0.2 MILE NORTH OF DIABLO ROAD UNDERCROSSING
Contractor Name: Bay Cities Paving and Grading
Contractor Address: 1450 Civic Ct., Bldg B #400, Concord, CA 94520
Resident Engineer: Eddie Dike Structure Rep.: Unknown
DIME Sample ID: 2026-06-24-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/24/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2026
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 Plant
DIME Test ID: 2026-06-24-49-1
Test Method: AASHTO T308-25: 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: 07/03/2026
Date Tested: 07/02/2026
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 1 SL. 8
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3559.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5571.7 g
|
|
Corrected Asphalt Binder Content
|
4.73 %
|
|
Mass of HMA Sample prior to ignition
|
2011.9 g
|
|
Mass Loss
|
125.9 g
|
|
Mass of aggregate remaining after ignition
|
1886 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.38 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-06-24-49-2
Test Method: AASHTO T308-25: 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: 07/03/2026
Date Tested: 07/02/2026
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 1 SL. 9
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3551.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5568.7 g
|
|
Corrected Asphalt Binder Content
|
4.89 %
|
|
Mass of HMA Sample prior to ignition
|
2017 g
|
|
Mass Loss
|
129.2 g
|
|
Mass of aggregate remaining after ignition
|
1887.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.38 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-06-24-49-3
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 8
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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|
What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7334.5 grams
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Mass of oven-dry sample in air for Sample 1
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2541.2 grams
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|
Mass of container filled with the sample and water for Sample 1
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8865 grams
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Temperature of Water
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77 °F
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|
Specific Gravity for Sample 1
|
2.514
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Theoretical maximum density at 25°C (77°F)
|
2507 kg/m^3
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DIME Test ID: 2026-06-24-49-4
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: 07/03/2026
Date Tested: 06/26/2026
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 1 SL. 8
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.339
|
|
Bulk Specific Gravity 2
|
2.379
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Bulk Specific Gravity 3
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2.347
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Average Bulk Specific Gravity
|
2.355
|
DIME Test ID: 2026-06-24-49-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 8
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
6.7 %
|
|
Percent Air Voids 2
|
5.1 %
|
|
Percent Air Voids 3
|
6.4 %
|
|
Average Percent Air Voids
|
6.1 %
|
|
Average Core Density
|
93.9 %
|
DIME Test ID: 2026-06-24-49-6
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: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 9
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.389
|
|
Bulk Specific Gravity 2
|
2.334
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|
Average Bulk Specific Gravity
|
2.362
|
DIME Test ID: 2026-06-24-49-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 9
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.7 %
|
|
Percent Air Voids 2
|
6.9 %
|
|
Average Percent Air Voids
|
5.8 %
|
|
Average Core Density
|
94.2 %
|
DIME Test ID: 2026-06-24-49-8
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 8
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
3.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.8 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
1.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
82 %
|
|
Cumulative percent passing the #4 sieve
|
55 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.6 %
|
DIME Test ID: 2026-06-24-49-9
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/03/2026
Date Tested: 07/03/2026
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 1 SL. 9
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
3.1 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
2.8 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
1.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.5 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
1 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
98 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
89 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
82 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
34 %
|
|
Cumulative percent passing the #16 sieve
|
24 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
5.9 %
|
