Summary for Test 2024-03-05-47-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 994803 DEA: 043J0704 EFIS: 0415000077 |
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DIST-CO-RTE-PM | 04-CC-80-10.1/13.5 |
Award Date | 03/10/2023 |
Closeout Date | Not set |
Work Description | Remove PCC and AC, place PCP and AC Resurfacing. |
Location Description | Construction on State Highway in Contra Costa County in Hercules and Crockett from Route 80/4 separation to 0.1 mile west of Crockett Viaduct. |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 03/05/2024 | Sample Unique Key | 47 |
---|---|---|---|
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 | 03/06/2024 |
Sample type | Quality Assurance | A brief description of the sample | 1 x 4 PCC Aggregate +Sand |
The quantity of what the sample constitutes | one sample Two Bags | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
Title of sampler | Lab Technician | Telephone number of sampler | 5102077252 |
Laboratory sample identification | Rich_24_014 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vanguard Mobile San Pablo Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Barrier |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | load rapid set | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Contractors yard stockpile | |
Where the material sample would have been placed if not sampled | yes | Primary Aggregate Nominal Size | 1 inch |
The concrete mix design number | 590MAC | Lot number | |
Sublot number | Aggregate Mix Number | 590MAC |
Test Details
DIME Sample ID: 2024-03-05-47
DIME Test ID: 2024-03-05-47-1
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: 2024-03-27
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: IGNACIO ARECHIGA
Date of test: 03/06/2024
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
9558 grams | ||||||
0 grams | 100 % | |||||
26 grams | 100 % | |||||
618 grams | 94 % | |||||
3496 grams | 63 % | |||||
5858 grams | 39 % | |||||
8786 grams | 8 % | |||||
9444 grams | 1 % | |||||
9464 grams |
General comments (publicly viewable) (Max 1000 characters): sample taken at contractors yard
Test was verified on 3/27/2024 ✔