Summary for Test 2023-12-01-17-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993664 DEA: 073311U4 EFIS: 0719000098 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-23,101-R3.3/R3.7,0.2/40.8 |
| Award Date | 08/31/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT GUARDRAILS AND CONCRETE BARRIER. |
| Location Description | VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 12/01/2023 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 12/01/2023 |
| Sample type | Acceptance | A brief description of the sample | WCS PCC Aggregate |
| The quantity of what the sample constitutes | 40 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 | KH104D | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Associated Ready Mix - Oxnard | Transportation Laboratory (TL) Number | C120123A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | Associated RM Oxnard | 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 | fine | |
| The concrete mix design number | SL505030SP | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-12-01-17
DIME Test ID: 2023-12-01-17-1
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: 2023-12-06
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: Kevin Hopkins
Date of test: 12/04/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 518 grams | ||||||
| 0 grams | 100 % | |||||
| 13 grams | 97 % | |||||
| 81 grams | 84 % | |||||
| 181 grams | 65 % | |||||
| 265 grams | 49 % | |||||
| 384 grams | 26 % | |||||
| 472 grams | 9 % | |||||
| 500 grams | 3 % | |||||
| 500 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/6/2023 ✔