Summary for Test 2024-12-05-73-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 12/05/2024 | Sample Unique Key | 73 |
|---|---|---|---|
| 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 | 12/05/2024 |
| Sample type | Annual Source Testing | A brief description of the sample | coarse aggregate |
| The quantity of what the sample constitutes | 2 Bags of 1/2 x 4 | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jose Leon | Last name of sampler or witnessed by | Amparan |
| Title of sampler | Gene Sampson | Telephone number of sampler | 8317060175 |
| Laboratory sample identification | RIch_24_165 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Martin Marietta Clayton Aggregates | 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) | 91-07-0003 |
|---|---|---|---|
| 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 | Source Stock Pile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-12-05-73
DIME Test ID: 2024-12-05-73-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2024-12-31
Test Results
What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Jose Leon Amparan
Date of test: 12/10/2024
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 11058 grams | ||||||
| 0.0 grams | 100 % | |||||
| 590.0 grams | 95 % | |||||
| 5136.0 grams | 48 % | |||||
| 4716.0 grams | 6 % | |||||
| 310.0 grams | 3 % | |||||
| 0.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): Anual Source Testing
Test was verified on 12/31/2024 ✔