Summary for Test 2023-05-17-66-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 994289 DEA: 042Q2504 EFIS: 0418000442 |
---|---|
DIST-CO-RTE-PM | 04-ALA-80,580,680-Various |
Award Date | 12/13/2022 |
Closeout Date | Not set |
Work Description | HIGH FRICTION SURFACE TREATMENT. |
Location Description | ALAMEDA COUNTY ON ROUTE 80,580 AND 680 AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
Sample Taken Date | 05/17/2023 | Sample Unique Key | 66 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/18/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 OGFC |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Magana | Last name of sampler or witnessed by | Luis |
Title of sampler | Telephone number of sampler | 2092250104 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | DSG-Sunol | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0007 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | MD 6680 | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | HMA Plant Cold Feed Sampler | |
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 |
Test Details
DIME Sample ID: 2023-05-17-66
DIME Test ID: 2023-05-17-66-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-06-02
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Leonardo Mendoza
Date of test: 05/22/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
2704 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
65.0 grams | 98 % | |||||
480.0 grams | 82 % | |||||
1765.0 grams | 35 % | |||||
463 grams | ||||||
321.0 grams | 11 % | |||||
370.0 grams | 7 % | |||||
387.0 grams | 6 % | |||||
415.0 grams | 4 % | |||||
430.0 grams | 2 % | |||||
438.0 grams | 1.9 % | |||||
438 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔