Summary for Test 2023-05-17-43-1
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 | 05/17/2023 | Sample Unique Key | 43 |
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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 | 05/17/2023 |
Sample type | Quality Assurance | A brief description of the sample | Con Sand |
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_139 | Linked DIME Sample ID | 2023-05-17-40 |
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) | Hanson-Pier 94 CT |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Fine Aggregate | 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 | fine | |
The concrete mix design number | DDJ118E3 | Lot number | |
Sublot number | Aggregate Mix Number | DDJ118E3 |
Test Details
DIME Sample ID: 2023-05-17-43
DIME Test ID: 2023-05-17-43-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-22
Test Results
What size aggregate is being tested?: Fine 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: Augusto Rios
Date of test: 05/18/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
512 grams | ||||||
4 grams | 99 % | |||||
14 grams | 97 % | |||||
86 grams | 83 % | |||||
167 grams | 67 % | |||||
260 grams | 49 % | |||||
387 grams | 24 % | |||||
470 grams | 8 % | |||||
499 grams | 3 % | |||||
500 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2023 ✔