Sample Record for 2023-11-01-85
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994803 DEA: 043J0704 EFIS: 0415000077
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-80-10.1/13.5
Work Description: Remove PCC and AC, place PCP and AC Resurfacing.
Location Description: Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct.
Contractor Name: VANGUARD CONSTRUCTION, INC.
Contractor Address: 651 ENTERPRISE CT, LIVERMORE, CA 94550
Resident Engineer: Ta Seng Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-11-01-85
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 11/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2023
The quantity of what the sample constitutes: Sample 1 of the day
A brief description of the sample: 3/4-INCH RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Drier Drum Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-01-0010
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: Sample Pick-Up from Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number: 226108
Test Results
Test 1 of 2
DIME Test ID: 2023-11-01-85-9
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: 11/28/2023
Date Tested: 11/17/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Sample 1 of the day
Vulcan Pleasanton Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 2
DIME Test ID: 2023-11-01-85-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/28/2023
Date Tested: 11/17/2023
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Sample 1 of the day
Vulcan Pleasanton Drier Drum Plant
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
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
|
80 %
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
Cumulative percent passing the #4 sieve
|
39 %
|
Cumulative percent passing the #8 sieve
|
18 %
|
Cumulative percent passing the #16 sieve
|
10 %
|
Cumulative percent passing the #30 sieve
|
7 %
|
Cumulative percent passing the #50 sieve
|
5 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
2.4 %
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2023-11-01-85-1 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 3
Vulcan Pleasanton Drier Drum Plant
Theoretical Maximum Density = 2.422 | |
2023-11-01-85-2 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 3
Vulcan Pleasanton Drier Drum Plant | |
2023-11-01-85-3 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 2
Vulcan Pleasanton Drier Drum Plant
Theoretical Maximum Density =2.694 | |
2023-11-01-85-4 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 2
Vulcan Pleasanton Drier Drum Plant
| |
2023-11-01-85-5 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | Sample 2 of the day
Vulcan Pleasanton Drier Drum Plant | |
2023-11-01-85-6 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | Sample 2 of the day
Vulcan Pleasanton Drier Drum Plant | |
2023-11-01-85-7 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 4
Vulcan Pleasanton Drier Drum Plant
Theoretical Maximum Density =2.405 | |
2023-11-01-85-8 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | 11/28/2023 | Not scheduled | IGNACIO ARECHIGA | CT D04 - Richmond Field Laboratory | LOT 1 SUBLOT 4
Vulcan Pleasanton Drier Drum Plant
| |
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