Summary for Test 2026-06-30-24-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 06/30/2026 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2026 | Sample type | Acceptance |
| A brief description of the sample | Class 2 AB-260630 | The quantity of what the sample constitutes | Outside Shoulders |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | G3 QC |
| Telephone number of sampler | Laboratory sample identification | 260630-1 Class 2 AB GRN-Coalinga | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857459 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0005 |
|---|---|---|---|
| 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 | Windrow | |
| 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: 2026-06-30-24
DIME Test ID: 2026-06-30-24-1
Testing Lab: CT D05 - Whitley Gardens Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2026-07-02
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: O. Ramos
Date of test: 07/01/2026
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5528.5 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 97.1 grams | 98 % | |||||
| 617.8 grams | 89 % | |||||
| 1152.4 grams | 79 % | |||||
| 2114.4 grams | 62 % | |||||
| 497.8 grams | ||||||
| 97.5 grams | 50 % | |||||
| 170.9 grams | 41 % | |||||
| 237.4 grams | 32 % | |||||
| 327.9 grams | 21 % | |||||
| 393.8 grams | 13 % | |||||
| 427.7 grams | 8.7 % | |||||
General comments (publicly viewable) (Max 1000 characters): Failed Op. Range on No.4 and No.30 sieves
Test was verified on 7/2/2026 ✔