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: 042763 |
---|---|
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 |
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
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
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
4865 grams | ||||||
0 grams | 100 % | |||||
594 grams | 88 % | |||||
3960 grams | 19 % | |||||
4773 grams | 2 % | |||||
0 grams |
General comments (publicly viewable) (Max 1000 characters): PCC Gradation Passed
Test was verified on 7/27/2023 ✔