Summary for Test 2023-06-22-16-1
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 | 06/22/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/22/2023 |
| Sample type | Acceptance | A brief description of the sample | 1" X #4 |
| The quantity of what the sample constitutes | 70 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 | C062223A |
| 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 | Stockpile @ Yard |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
| The concrete mix design number | SL590330 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2023-06-22-16
DIME Test ID: 2023-06-22-16-1
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: 2023-06-23
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - 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: 06/23/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 11160 grams | ||||||
| 0 grams | 100 % | |||||
| 66 grams | 99 % | |||||
| 2954 grams | 74 % | |||||
| 9794 grams | 12 % | |||||
| 10928 grams | 2 % | |||||
| 11016 grams | 1 % | |||||
| 11101 grams | 1 % | |||||
| 11154 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2023 ✔