Summary for Test 2026-01-12-13-11
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 01/12/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/14/2026 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R15 No LAS | The quantity of what the sample constitutes | 4 bags comb agg, 2 bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RMA |
| Last name of sampler or witnessed by | L. Riley | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0100A-26 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | SJR/ AAA-Corona Quarry | |
| 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) | 91-33-0005 |
|---|---|---|---|
| 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 All American Asphalt Corona | |
| 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 | 105793 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-01-12-13
DIME Test ID: 2026-01-12-13-11
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-05-07
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Edmond Jabbour
Date of test: 01/15/2026
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 81 % | ||||||
| 69 % | ||||||
| 44 % | ||||||
| 28 % | ||||||
| 18 % | ||||||
| 12 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Virgin Aggregate Gradation
Test was verified on 5/7/2026 ✔