Summary for Test 2024-03-05-47-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 994803 DEA: 043J0704 EFIS: 0415000077 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-80-10.1/13.5 |
| Award Date | 03/10/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Remove PCC and AC, place PCP and AC Resurfacing. |
| Location Description | Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 03/05/2024 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 03/06/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate +Sand |
| The quantity of what the sample constitutes | one sample Two Bags | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
| Title of sampler | Lab Technician | Telephone number of sampler | 5102077252 |
| Laboratory sample identification | Rich_24_014 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vanguard Mobile San Pablo Plant | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Barrier | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | load rapid set | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Contractors yard stockpile | |
| Where the material sample would have been placed if not sampled | yes | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | 590MAC | Lot number | |
| Sublot number | Aggregate Mix Number | 590MAC |
Test Details
DIME Sample ID: 2024-03-05-47
DIME Test ID: 2024-03-05-47-2
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: 2024-03-27
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?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 03/06/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 512 grams | ||||||
| 0.0 grams | 100 % | |||||
| 4.0 grams | 99 % | |||||
| 68.0 grams | 87 % | |||||
| 216.0 grams | 58 % | |||||
| 340.0 grams | 34 % | |||||
| 447.0 grams | 13 % | |||||
| 495.0 grams | 3 % | |||||
| 507.0 grams | 1 % | |||||
| 508.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/27/2024 ✔
