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: 2026-10-05-48
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: 10/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"RHMA-G
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: 2026-10-05-48-1
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: 10/12/2026
Date Tested: 10/09/2026
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. 3
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
|
3552.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5116.6 g
|
|
Corrected Asphalt Binder Content
|
7.25 %
|
|
Mass of HMA Sample prior to ignition
|
1564.5 g
|
|
Mass Loss
|
122.7 g
|
|
Mass of aggregate remaining after ignition
|
1441.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.4 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-10-05-48-2
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: 10/12/2026
Date Tested: 10/12/2026
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. 3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
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 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1589.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8266.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.418
|
|
Theoretical maximum density at 25°C (77°F)
|
2411 kg/m^3
|
DIME Test ID: 2026-10-05-48-3
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: 10/12/2026
Date Tested: 10/07/2026
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. 3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.287
|
|
Bulk Specific Gravity 2
|
2.232
|
|
Bulk Specific Gravity 3
|
2.22
|
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Average Bulk Specific Gravity
|
2.246
|
DIME Test ID: 2026-10-05-48-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/12/2026
Date Tested: 10/07/2026
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. 3
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.4 %
|
|
Percent Air Voids 2
|
7.7 %
|
|
Percent Air Voids 3
|
8.2 %
|
|
Average Percent Air Voids
|
7.1 %
|
|
Average Core Density
|
92.9 %
|
DIME Test ID: 2026-10-05-48-5
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: 10/12/2026
Date Tested: 10/07/2026
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. 4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.197
|
|
Bulk Specific Gravity 2
|
2.25
|
|
Average Bulk Specific Gravity
|
2.224
|
DIME Test ID: 2026-10-05-48-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/12/2026
Date Tested: 10/12/2026
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. 4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
9.1 %
|
|
Percent Air Voids 2
|
6.9 %
|
|
Average Percent Air Voids
|
8 %
|
|
Average Core Density
|
92 %
|
DIME Test ID: 2026-10-05-48-7
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: 10/12/2026
Date Tested: 10/09/2026
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. 4
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
|
2873.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4432.7 g
|
|
Corrected Asphalt Binder Content
|
7.45 %
|
|
Mass of HMA Sample prior to ignition
|
1559.4 g
|
|
Mass Loss
|
125.4 g
|
|
Mass of aggregate remaining after ignition
|
1434 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.4 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-10-05-48-8
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/12/2026
Date Tested: 10/12/2026
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. 3
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)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.9 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
94 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
83 %
|
|
Cumulative percent passing the #4 sieve
|
42 %
|
|
Cumulative percent passing the #8 sieve
|
22 %
|
|
Cumulative percent passing the #16 sieve
|
15 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
DIME Test ID: 2026-10-05-48-9
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/12/2026
Date Tested: 10/12/2026
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. 4
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)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.9 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
94 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
79 %
|
|
Cumulative percent passing the #4 sieve
|
39 %
|
|
Cumulative percent passing the #8 sieve
|
21 %
|
|
Cumulative percent passing the #16 sieve
|
14 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.6 %
|
