Summary for Test 2025-12-16-64-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000665 DEA: 081K4004 EFIS: 0819000031 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-15-3.5/6.8 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, STR CONC RET WALL, RUBBERIZED HMA (OGFC). |
| Location Description | TEMECULA FROM 0.1 MI NORTH OF TEMECULA PARKWAY TO 0.2 MI NORTH OF WINCHESTER ROAD |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 12/16/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 12/22/2025 |
| Sample type | Acceptance | A brief description of the sample | HMA-A SP 3/4" PG58-22 (Virgin) : Pg64-10 (Spec) |
| The quantity of what the sample constitutes | 774.50 Tons @ 00:40 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Plant | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | R.J. Noble — Corona Drum Plant | 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) | 91-33-0014, 91-33-0039 |
|---|---|---|---|
| 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 R.J. Noble Corona Drum 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 | 36R2508SPWEC |
Test Details
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DIME Sample ID: 2025-12-16-64
DIME Test ID: 2025-12-16-64-1
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-01-20
Test Results
What type of gradation is being tested?: HMA 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: MaryAnna Landaverde
Date of test: 12/30/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5558.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 70.7 grams | 99 % | |||||
| 1231.3 grams | 78 % | |||||
| 2057.1 grams | 63 % | |||||
| 3427.7 grams | 38 % | |||||
| 329.9 grams | ||||||
| 99.2 grams | 27 % | |||||
| 174.2 grams | 18 % | |||||
| 223.6 grams | 12 % | |||||
| 259.1 grams | 8 % | |||||
| 279.6 grams | 6 % | |||||
| 293.1 grams | 4.2 % | |||||
| 294.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/20/2026 ✔