Summary for Test 2026-09-01-15-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1002228 DEA: 051R7604 EFIS: 0524000115 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-229-5.5/9.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RHMA-G overlay, asphalt rubber binder chip seal, & shoulder backing |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/01/2026) |
Sample Information
| Sample Taken Date | 09/01/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/01/2026 | Sample type | Acceptance |
| A brief description of the sample | Shoulder Backing Aggregate | The quantity of what the sample constitutes | 50.4 tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Kyle |
| Last name of sampler or witnessed by | Engen | Title of sampler | QA Tester |
| Telephone number of sampler | Laboratory sample identification | 260901-1 Shoulder Backing | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Calportland - Rockey Canyon | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3957607 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-40-0013 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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
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DIME Sample ID: 2026-09-01-15
DIME Test ID: 2026-09-01-15-1
Testing Lab: CT D05 - Paso Robles Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-09-02
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: Measured
Tester's full name: Kyle Engen
Date of test: 09/02/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 6143.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 162.4 grams | 97 % | |||||
| 653.3 grams | 89 % | |||||
| 1189.7 grams | 81 % | |||||
| 2175.5 grams | 65 % | |||||
| 489.3 grams | ||||||
| 112.2 grams | 50 % | |||||
| 217.1 grams | 36 % | |||||
| 289.1 grams | 27 % | |||||
| 341.5 grams | 20 % | |||||
| 379.2 grams | 15 % | |||||
| 406.5 grams | 11 % | |||||
General comments (publicly viewable) (Max 1000 characters): Failed on No.4 sieve, 35-60 spec
Test was verified on 9/2/2026 ✔