Summary for Test 2026-06-15-110-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 994418 DEA: 040J5504 EFIS: 0414000012 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-17.2/17.2 |
| Award Date | 02/03/2026 |
| Closeout Date | Not set |
| Work Description | REPLACE BRIDGE, WIDEN ROADWAY, & CONSTRUCT SIDEWALKS. |
| Location Description | ALAMEDA COUNTY AT SUNOL FROM SILVER SPRING ROAD UNDERPASS TO PLEASANTON SUNOL ROAD |
| QA Service Level | 1 (Verified on 12/01/2022) |
Sample Information
| Sample Taken Date | 06/15/2026 | Sample Unique Key | 110 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/15/2026 | Sample type | Quality Control |
| A brief description of the sample | 1/2in Coarse Aggregate | The quantity of what the sample constitutes | 15 cylinders |
| From where was the sample collected | Fabricator | First name of sampler or witnessed by | Jason |
| Last name of sampler or witnessed by | Allen | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kie-Con Antioch | |
| 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) | 91-01-007 |
|---|---|---|---|
| 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 | Stockpile | |
| 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: 2026-06-15-110
DIME Test ID: 2026-06-15-110-1
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-21
Test Results
What type of gradation is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type): No
Input Type: Calculated
Tester's full name: Jason Allen
Date of test: 06/15/2026
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 81.5 %
Cumulative percent passing the 3/8 in. sieve: 37.1 %
Cumulative percent passing the #4 sieve: 0.8 %
Cumulative percent passing the #8 sieve: 0.3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/21/2026 ✔
