Summary for Test 2025-06-04-109-1
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 | 06/04/2025 | Sample Unique Key | 109 |
|---|---|---|---|
| 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 | 06/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" RHMA-O WMA |
| The quantity of what the sample constitutes | 1 to 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jacob | Last name of sampler or witnessed by | Vega |
| Title of sampler | Mozamo Consultant QA | Telephone number of sampler | |
| Laboratory sample identification | SJ-060425-PSUE-SA1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Pleasanton Drier Drum Plant | Transportation Laboratory (TL) Number | SJ-060425-1 |
| 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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | From a sampling device where the aggregate enters the drier drum mixer | |
| 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 | 1 | |
| Sublot number | 3 | Aggregate Mix Number | 326114W |
Test Details
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DIME Sample ID: 2025-06-04-109
DIME Test ID: 2025-06-04-109-1
Testing Lab: CT D04 - San Jose Construction Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-06-05
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: Calculated
Tester's full name: Charles Poolis
Date of test: 06/05/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 95 % | ||||||
| 81 % | ||||||
| 44 % | ||||||
| 14 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3 % | ||||||
| 2 % | ||||||
| 0 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Lot 1 - Sublot 3
Test was verified on 7/8/2025 ✔