Summary for Test 2025-06-05-94-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000569 DEA: 051J8604 EFIS: 0518000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-7.8/16.5 |
| Award Date | 02/12/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 06/05/2025 | Sample Unique Key | 94 |
|---|---|---|---|
| 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 | 06/05/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1x4 Concrete Aggs |
| The quantity of what the sample constitutes | 10 CY | From where was the sample collected | Source |
| First name of sampler or witnessed by | Isaac | Last name of sampler or witnessed by | Gleffe |
| Title of sampler | Not set | Telephone number of sampler | Not set |
| Laboratory sample identification | Not set | Linked DIME Sample ID | Not set |
| The fabricator/manufacturer/facility name | Alliance Ready Mix Inc. Arroyo Grande | Transportation Laboratory (TL) Number | Not set |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | 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 | Not set | The fabricator/manufacturer designation for the sample | Not set |
| The plant number | Not set | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2025-07-33: PCC Aggregates (Size 1"): Sieve Analysis | 1 | 2025-06-05-94-1 |
Test Details
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DIME Sample ID: 2025-06-05-94
DIME Test ID: 2025-06-05-94-1
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: 2025-07-31
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - 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: Calculated
Tester's full name: Isaac Gleffe
Date of test: 06/05/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 83 % | ||||||
| 43 % | ||||||
| 20 % | ||||||
| 3 % | ||||||
| 1 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Submitted from Gradation Report - Isaac Gleffe
Test was verified on 7/31/2025 ✔