Summary for Test 2023-05-24-39-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 05/24/2023 | 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 | 05/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8' x No 8 |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ignacio | Last name of sampler or witnessed by | Arechiga |
| Title of sampler | QA Technician | Telephone number of sampler | 5102077252 |
| Laboratory sample identification | Rich_23_145 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Right Away Ready Mix Oakland | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 33-0764 | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0009 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 Pea Gravel | The fabricator/manufacturer designation for the sample | Batch |
| The plant number | 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 | 3/8 inch | |
| The concrete mix design number | DDJ118E3 | Lot number | |
| Sublot number | Aggregate Mix Number | DDJ118E3 |
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: 2023-05-24-39
DIME Test ID: 2023-05-24-39-1
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: 2023-07-27
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: IGNACIO ARECHIGA
Date of test: 05/24/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 4865 grams | ||||||
| 0.0 grams | 100 % | |||||
| 594.0 grams | 88 % | |||||
| 3960.0 grams | 19 % | |||||
| 4773.0 grams | 2 % | |||||
| 0.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): PCC Gradation Passed
Test was verified on 7/27/2023 ✔