Summary for Test 2026-10-05-14-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-I-5-45.4/54 |
| Award Date | 07/01/2021 |
| Closeout Date | Not set |
| Work Description | Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley |
| Location Description | The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd. |
| QA Service Level | 2 (Verified on 02/03/2021) |
Sample Information
| Sample Taken Date | 10/05/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" RHMA G SP 0.5% LAS | The quantity of what the sample constitutes | 4 Bags Comb. Agg, 1 Bag of Crum Rubber, 1 Bag of Hi-Nat |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | QC (VMC-SV: Christian G.) | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials - Sun Valley | |
| 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) | 91-19-0035 |
|---|---|---|---|
| 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 | Bell cut at 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2026-10-05-14
DIME Test ID: 2026-10-05-14-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-10-20
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: EJ
Date of test: 10/05/2026
| Cumulative Percent Passing | |
|---|---|
| 100 % | |
| 100 % | |
| 100 % | |
| 97 % | |
| 85 % | |
| 73 % | |
| 36 % | |
| 23 % | |
| 17 % | |
| 12 % | |
| 8 % | |
| 6 % | |
| 3.8 % |
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation.
Test was verified on 10/20/2026 ✔
