Summary for Test 2023-08-11-74-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 08/11/2023 | Sample Unique Key | 74 |
---|---|---|---|
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 | 08/12/2023 |
Sample type | Quality Control | A brief description of the sample | 1',3/8", WCS |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Supplier |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Phillips |
Title of sampler | QC Field Technician | Telephone number of sampler | |
Laboratory sample identification | Mix 63241N0P | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | CalPortland Tulare | 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) | 91-54-0038 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Set 1 | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Belt cut | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | 63241N0P | Lot number | 1 |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-11-74
DIME Test ID: 2023-08-11-74-1
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-09-19
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: Calculated
Tester's full name: David Silva
Date of test: 08/12/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 55 %
Cumulative percent passing the 3/8 in. sieve: 29 %
Cumulative percent passing the #4 sieve: 5 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2023 ✔