Summary for Test 2025-08-09-25-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995254 DEA: 040P9204 EFIS: 0418000026 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-6.4/6.6 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA AND RHMA SURFACING, DECK REPAIR, POLYESTER OVERLAY AND JOIN SEALS |
| Location Description | ALAMEDA COUNTY IN FREMONT FROM 0.1 MILE SOUTH OF MISSION SAN JOSE 680/238 SEPARATION TO 0.3 MILE NORTH OF MISSION SAN JOSE 680/238 SEPARATION |
| QA Service Level | 1 (Verified on 10/17/2023) |
Sample Information
| Sample Taken Date | 08/09/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 08/10/2025 |
| Sample type | Quality Control | A brief description of the sample | 3/8" and Sand |
| The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brent | Last name of sampler or witnessed by | Van-Y |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Mix 675CTSRSC Aggregates | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Myers and Sons Construction | Transportation Laboratory (TL) Number | |
| 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) | 91010009 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | Mix 675CTSRSC Aggregates | |
| The plant number | A detailed description of where the material sample was collected | Onsite Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | 675CTSRSC | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-08-09-25
DIME Test ID: 2025-08-09-25-5
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-11-21
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Valentin Gonzalez
Date of test: 08/10/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 86 % | ||||||
| 55 % | ||||||
| 35 % | ||||||
| 21 % | ||||||
| 10 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/21/2025 ✔