Summary for Test 2026-01-11-10-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-55,55-29.6,R6.4/10.3 |
| Award Date | 05/27/2022 |
| Closeout Date | Not set |
| Work Description | CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS. |
| Location Description | ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION |
| QA Service Level | 1 (Verified on 06/24/2022) |
Sample Information
| Sample Taken Date | 01/11/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 01/11/2026 |
| Sample type | Quality Control | A brief description of the sample | 3/8" x #8 GRAVEL |
| 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-11-10
DIME Test ID: 2026-01-11-10-1
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: 2026-01-22
Test Results
What type of gradation is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual 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: 01/11/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 90 % | ||||||
| 11 % | ||||||
| 2 % | ||||||
| 1.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/22/2026 ✔