Summary for Test 2025-09-30-54-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 995262 DEA: 041Q4604 EFIS: 0418000279 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-280-0/2.7 |
| Award Date | 05/02/2024 |
| Closeout Date | Not set |
| Work Description | RHMA-G SURFACING AND CONSTRUCT BRIDGE APPROACH. |
| Location Description | SANTA CLARA COUNTY IN SAN JOSE FROM ROUTE 280/680/101 SEPARATION TO 0.2 MILE WEST OF BIRD AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 12/11/2023) |
Sample Information
| Sample Taken Date | 09/30/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 10/01/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 750-1500 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Joe | Last name of sampler or witnessed by | Puno |
| Title of sampler | QC Tech | Telephone number of sampler | |
| Laboratory sample identification | SJ-093025-SA2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta Sunol Drum Plant | Transportation Laboratory (TL) Number | SJ-093025-2 |
| 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) | 91-01-0011 |
|---|---|---|---|
| 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 | Belt Discharge Stream at the 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 | 3 | |
| Sublot number | 7 | Aggregate Mix Number | 63S4BV 25W1C 8967 |
Test Details
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DIME Sample ID: 2025-09-30-54
DIME Test ID: 2025-09-30-54-1
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: 2025-10-08
Test Results
What type of gradation is being tested?: HMA 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: 10/01/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 91 % | ||||||
| 73 % | ||||||
| 29 % | ||||||
| 19 % | ||||||
| 12 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4 % | ||||||
| 2.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Lot 3 - Sublot 7
Test was verified on 10/8/2025 ✔