Summary for Test 2024-06-03-69-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994051 DEA: 041Q5814 EFIS: 0421000262 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-101-0.0-6.5 |
| Award Date | 01/10/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT AND UPGRADE MEDIAN BARRIER [PS&E E-COPY AVAILABLE UPON REQUEST] |
| Location Description | SAN MATEO COUNTY FROM SAN MATEO COUNTY LINE IN EAST PALO ALTO TO WHIPPLE AVENUE IN REDWOOD CITY |
| QA Service Level | 1 (Verified on 07/05/2022) |
Sample Information
| Sample Taken Date | 06/03/2024 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 06/04/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2 RHMA-G |
| The quantity of what the sample constitutes | 100 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Holie | Last name of sampler or witnessed by | Sada |
| Title of sampler | Plant QC Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Materials Co - Pleasanton | Transportation Laboratory (TL) Number | C690426 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0010 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | MD 326122 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Plant Sampler | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | D04-JMF-22-041 | Lot number | 1 |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-03-69
DIME Test ID: 2024-06-03-69-1
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: 2024-06-17
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: Luis Magana
Date of test: 06/04/2024
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 3548.9 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 133.0 grams | 96 % | |||||
| 607.2 grams | 83 % | |||||
| 2191.2 grams | 38 % | |||||
| 347.4 grams | ||||||
| 144.5 grams | 22 % | |||||
| 218.1 grams | 14 % | |||||
| 257.9 grams | 10 % | |||||
| 281.4 grams | 7 % | |||||
| 308.0 grams | 4 % | |||||
| 319.9 grams | 3 % | |||||
| 320.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/17/2024 ✔