Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994128 DEA: 043W5304 EFIS: 0421000385
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-680-1.09
Work Description: POLYESTER CONCRETE OVERLAY AND GRIND EXISTING CONCRETE PAVEMENT.
Location Description: BRIDGE DECK PROGRAM
Contractor Name: MYERS & SONS CONSTRUCTION LLC
Contractor Address: Unknown
Resident Engineer: Rabindra Mukherjee Structure Rep.: Unknown
DIME Sample ID: 2023-07-07-70
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 07/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2023
The quantity of what the sample constitutes: Production Sampled @ 06/29/2023
A brief description of the sample: 1/2-INCH HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Drier Drum
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Sampled Pickup From Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 320302W
DIME Test ID: 2023-07-07-70-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/13/2023
Date Tested: 07/07/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Production sample @ 06/29/2023
Vulcan Pleasanton Drier Drum Plant
25%RAP
Passed
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
no data0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
no data0 %
|
Cumulative percent passing the 1 in. sieve
|
no data0 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
98 %
|
Cumulative percent passing the 3/8 in. sieve
|
89 %
|
Cumulative percent passing the #4 sieve
|
62 %
|
Cumulative percent passing the #8 sieve
|
35 %
|
Cumulative percent passing the #16 sieve
|
21 %
|
Cumulative percent passing the #30 sieve
|
16 %
|
Cumulative percent passing the #50 sieve
|
10 %
|
Cumulative percent passing the #100 sieve
|
6 %
|
Cumulative percent passing the #200 sieve
|
3.5 %
|
DIME Test ID: 2023-07-07-70-6
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 09/13/2023
Date Tested: 06/29/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Production sampled @ 06/29/2023
Vulcan Pleasanton Drier Drum Plant
25%RAP
Test Result Compliance: complies
Additional Comments When Verified: