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: 2026-06-19-41
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: 06/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2026
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: 2026-06-19-41-1
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)
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
Data has not been verified.
DIME Test ID: 2026-06-19-41-2
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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
Data has not been verified.
DIME Test ID: 2026-06-19-41-3
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)
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
Data has not been verified.
DIME Test ID: 2026-06-19-41-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/30/2026
Date Tested: 06/30/2026
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. 5
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
6.2 %
|
|
Percent Air Voids 2
|
6.9 %
|
|
Percent Air Voids 3
|
6.1 %
|
|
Average Percent Air Voids
|
6.4 %
|
|
Average Core Density
|
93.6 %
|
DIME Test ID: 2026-06-19-41-5
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/01/2026
Date Tested: 07/01/2026
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. 5
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
|
91 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
82 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
35 %
|
|
Cumulative percent passing the #16 sieve
|
25 %
|
|
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
|
7 %
|
