Summary for Test 2024-08-07-141-3
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 08/07/2024 | Sample Unique Key | 141 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/07/2024 | Sample type | Quality Control |
| A brief description of the sample | aggregate | The quantity of what the sample constitutes | CY |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Cesar |
| Last name of sampler or witnessed by | Lopez | Title of sampler | Field Technician |
| Telephone number of sampler | Laboratory sample identification | L242319 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Materials Petaluma | |
| 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) | Shamrock Materials Petaluma |
|---|---|---|---|
| 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 | plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | 3728LV | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-08-07-141
DIME Test ID: 2024-08-07-141-3
Testing Lab: Pavement Engineers
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-26
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: Roland Ocansey
Date of test: 08/08/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 99 % | ||||||
| 87 % | ||||||
| 48 % | ||||||
| 32 % | ||||||
| 8 % | ||||||
| 3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): 1"x#4 Orca Rock
Test was verified on 9/26/2024 ✔