Summary for Test 2025-05-23-47-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213626 DEA: 051J8104 EFIS: 0518000072 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-246-30.3/32.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Santa Ynez Bike Path Repair |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 05/23/2025 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 05/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Aggs 1x4, 3x8, Sand |
| The quantity of what the sample constitutes | 1 Days pour | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | Telephone number of sampler | 8053191237 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Alliance Ready Mix Inc. Arroyo Grande | 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) | SMARA No. 91-42-0014 |
|---|---|---|---|
| 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 | Stockpiles | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 635C3N0P | Lot number | |
| Sublot number | Aggregate Mix Number |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-08-14: PCC Aggregates (Size 1"): Sieve Analysis | 2 | 2025-05-23-47-2 |
Test Details
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DIME Sample ID: 2025-05-23-47
DIME Test ID: 2025-05-23-47-2
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-08-12
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
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: Reyli Angeles
Date of test: 05/23/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1030 grams | ||||||
| 0.0 grams | 100 % | |||||
| 59.5 grams | 94 % | |||||
| 835.5 grams | 19 % | |||||
| 1018.9 grams | 1 % | |||||
| 1020.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 3x8 Gradation Passing Percentages. Refer to combined gradation for results.
Test was verified on 8/12/2025 ✔