Summary for Test 2026-01-25-2-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R9.2/R11.4 |
| Award Date | 01/03/2025 |
| Closeout Date | Not set |
| Work Description | CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS. |
| Location Description | ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 08/19/2024) |
Sample Information
| Sample Taken Date | 01/25/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/25/2026 |
| Sample type | Quality Control | A brief description of the sample | 1/2 inch crushed rock |
| The quantity of what the sample constitutes | One Bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Zamudio Pitalua |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Cemex Lytle Creek | 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) | 4419 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-01-25-2
DIME Test ID: 2026-01-25-2-1
Testing Lab: Thompson Pipe Group - Los Angeles
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-02-05
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?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Brandon Kirk
Date of test: 01/25/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 64 % | ||||||
| 7 % | ||||||
| 2 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/5/2026 ✔