Summary for Test 2024-06-05-141-1
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 | 06/05/2024 | Sample Unique Key | 141 |
|---|---|---|---|
| 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 | 06/05/2024 |
| Sample type | Quality Control | A brief description of the sample | aggregate |
| The quantity of what the sample constitutes | 27CY | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Roland | Last name of sampler or witnessed by | Ocansey |
| Title of sampler | Lab Technician | Telephone number of sampler | |
| Laboratory sample identification | L241336 | 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 | DDJE12E3 | The fabricator/manufacturer designation for the sample | DDJE12E3 |
| 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 | concrete | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | DDJE12E3 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-06-05-141
DIME Test ID: 2024-06-05-141-1
Testing Lab: Pavement Engineers
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-09-04
Test Results
What size aggregate is being tested?: Fine 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: 06/06/2024
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 97 % | ||||||
| 80 % | ||||||
| 62 % | ||||||
| 43 % | ||||||
| 20 % | ||||||
| 6 % | ||||||
| 2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2024 ✔