Summary for Test 2025-03-24-78-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/24/2025 | Sample Unique Key | 78 |
|---|---|---|---|
| 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 | 03/25/2025 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8" Pea Gravel |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Lagos |
| Title of sampler | QC Tech III | Telephone number of sampler | 2097529517 |
| Laboratory sample identification | 1214 | Linked DIME Sample ID | 2025-03-24-22 |
| The fabricator/manufacturer/facility name | Granite Construction Co - Coalinga | 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) | 91-10-0005 |
|---|---|---|---|
| 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 | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-24-78
DIME Test ID: 2025-03-24-78-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-06-05
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 05/01/2025
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1842.1 grams | ||||||
| 0.0 grams | 100 % | |||||
| 49.0 grams | 97 % | |||||
| 1674.0 grams | 6 % | |||||
| 113.0 grams | 0 % | |||||
| 6.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Test performed at SRL due to Translab shutdown
Test was verified on 6/5/2025 ✔