Summary for Test 2024-12-10-6-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 995361 DEA: 072XF604 EFIS: 0723000126 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-24.25/27.3 |
| Award Date | 03/01/2023 |
| Closeout Date | Not set |
| Work Description | Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 12/10/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 12/10/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/8" X #8 |
| The quantity of what the sample constitutes | 18 CY | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
| Title of sampler | Plant Inspector | Telephone number of sampler | |
| Laboratory sample identification | KH103C | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associated Ready Mix - Oxnard | Transportation Laboratory (TL) Number | C121024A |
| 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) | 91-19-0054 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | 47500 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-12-10-6
DIME Test ID: 2024-12-10-6-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-01-28
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - 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: Measured
Tester's full name: Kevin Hopkins
Date of test: 12/10/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1253 grams | ||||||
| 0.0 grams | 100 % | |||||
| 213.0 grams | 83 % | |||||
| 1189.0 grams | 5 % | |||||
| 1220.0 grams | 3 % | |||||
| 1252.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/28/2025 ✔