Summary for Test 2023-06-29-39-1
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 | 06/29/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 07/05/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1x4 PCC Aggregates |
| The quantity of what the sample constitutes | 70 cy | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | 2137924794 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Associated Ready Mix - Oxnard | Transportation Laboratory (TL) Number | |
| 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 | class 2 concrete | The fabricator/manufacturer designation for the sample | mix sl590330 |
| The plant number | Oxnard | A detailed description of where the material sample was collected | Stockpile @ Plant |
| 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
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DIME Sample ID: 2023-06-29-39
DIME Test ID: 2023-06-29-39-1
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: 2023-07-19
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: Victor Pham
Date of test: 07/05/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 12494 grams | ||||||
| 0 grams | 100 % | |||||
| 168 grams | 99 % | |||||
| 4168 grams | 67 % | |||||
| 10840 grams | 13 % | |||||
| 12159 grams | 3 % | |||||
| 12298 grams | 2 % | |||||
| 12316 grams | 1 % | |||||
| 12493 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/19/2023 ✔