Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan
DIME Sample ID: 2026-10-06-30
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: 10/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2026
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: 2026-10-06-30-1
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 3 SL. 2
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
|
2905.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5080.5 g
|
|
Corrected Asphalt Binder Content
|
4.65 %
|
|
Mass of HMA Sample prior to ignition
|
2174.7 g
|
|
Mass Loss
|
129.9 g
|
|
Mass of aggregate remaining after ignition
|
2044.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.18 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-10-06-30-2
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 3 SL. 2
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
|
2555.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8869.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.504
|
|
Theoretical maximum density at 25°C (77°F)
|
2497 kg/m^3
|
DIME Test ID: 2026-10-06-30-3
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: 10/08/2026
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 3 SL. 2
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.426
|
|
Bulk Specific Gravity 2
|
2.386
|
|
Bulk Specific Gravity 3
|
2.384
|
|
Average Bulk Specific Gravity
|
2.399
|
DIME Test ID: 2026-10-06-30-4
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: 10/12/2026
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 3 SL. 2
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.1 %
|
|
Percent Air Voids 2
|
4.7 %
|
|
Percent Air Voids 3
|
4.8 %
|
|
Average Percent Air Voids
|
4.2 %
|
|
Average Core Density
|
95.8 %
|
DIME Test ID: 2026-10-06-30-5
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: 10/08/2026
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 3 SL. 3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.402
|
|
Bulk Specific Gravity 2
|
2.372
|
|
Bulk Specific Gravity 3
|
2.423
|
|
Average Bulk Specific Gravity
|
2.399
|
DIME Test ID: 2026-10-06-30-6
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 3 SL. 3
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.1 %
|
|
Percent Air Voids 2
|
5.3 %
|
|
Percent Air Voids 3
|
3.2 %
|
|
Average Percent Air Voids
|
4.2 %
|
|
Average Core Density
|
95.8 %
|
DIME Test ID: 2026-10-06-30-7
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 3 SL. 2
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)
|
1 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.1 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.4 %
|
|
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
|
87 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
78 %
|
|
Cumulative percent passing the #4 sieve
|
50 %
|
|
Cumulative percent passing the #8 sieve
|
30 %
|
|
Cumulative percent passing the #16 sieve
|
20 %
|
|
Cumulative percent passing the #30 sieve
|
14 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.2 %
|
DIME Test ID: 2026-10-06-30-8
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: 10/12/2026
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 3 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
|
3551.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5582.7 g
|
|
Corrected Asphalt Binder Content
|
4.77 %
|
|
Mass of HMA Sample prior to ignition
|
2031.3 g
|
|
Mass Loss
|
123.4 g
|
|
Mass of aggregate remaining after ignition
|
1907.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.18 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2026-10-06-30-9
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/13/2026
Date Tested: 10/13/2026
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 3 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)
|
1 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.6 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-2.1 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.4 %
|
|
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
|
101 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
|
Cumulative percent passing the #4 sieve
|
52 %
|
|
Cumulative percent passing the #8 sieve
|
31 %
|
|
Cumulative percent passing the #16 sieve
|
20 %
|
|
Cumulative percent passing the #30 sieve
|
15 %
|
|
Cumulative percent passing the #50 sieve
|
11 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
4.9 %
|
