Summary for Test 2025-06-17-138-1
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 | 06/17/2025 | Sample Unique Key | 138 |
|---|---|---|---|
| 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 | 06/17/2025 |
| 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) | 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 |
Test Details
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DIME Sample ID: 2025-06-17-138
DIME Test ID: 2025-06-17-138-1
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: 2025-10-20
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Reyli Angeles-Zayas
Date of test: 06/17/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 89 % | ||||||
| 60 % | ||||||
| 45 % | ||||||
| 8 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Combined grading passing percentages.
1x4 % = 77%
3/8 % = 23%
Test was verified on 10/20/2025 ✔