Summary for Test 2025-03-24-74-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000286 DEA: 070W7004 EFIS: 0723000032 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-44.7/48.64 |
| Award Date | 06/19/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 03/24/2025 | Sample Unique Key | 74 |
|---|---|---|---|
| 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 | 04/03/2025 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags CMB Agg, 1 Bag each of CRM & Hi-Nat | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Mejiah |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0191G-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Irwindale | 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 | Belt Cut at Vulcan Irwindale Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 226108M IRW LTR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-24-74
DIME Test ID: 2025-03-24-74-1
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: 2025-05-01
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): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: R.G/D.M.
Date of test: 04/09/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 56206.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1868.0 grams | 97 % | |||||
| 10556.0 grams | 81 % | |||||
| 17711.0 grams | 68 % | |||||
| 36984.0 grams | 34 % | |||||
| 508.2 grams | ||||||
| 160.0 grams | 23 % | |||||
| 272.0 grams | 16 % | |||||
| 357.0 grams | 10 % | |||||
| 417.0 grams | 6 % | |||||
| 448.0 grams | 4 % | |||||
| 464.0 grams | 3 % | |||||
| 464.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Aggregate Gradation
Test was verified on 5/1/2025 ✔