Summary for Test 2023-12-07-35-2
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214663 DEA: 081F7304 EFIS: 0815000034 |
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DIST-CO-RTE-PM | 08-SBD-215-2.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA. |
Location Description | SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 12/07/2023 | Sample Unique Key | 35 |
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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 | 12/08/2023 |
Sample type | Quality Control | A brief description of the sample | 1in, 3/8 in, WCS |
The quantity of what the sample constitutes | 1 Bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mistie | Last name of sampler or witnessed by | Montez |
Title of sampler | QC Field Technician | Telephone number of sampler | |
Laboratory sample identification | Mix 1610974 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Job site | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 00-0000 |
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-36-0040 |
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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 | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | 1610974 | Lot number | 1 |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-12-07-35
DIME Test ID: 2023-12-07-35-2
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: 2024-01-04
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: Calculated
Tester's full name: Tristan Fortier
Date of test: 12/08/2023
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 93 %
Cumulative percent passing the #8 sieve: 81 %
Cumulative percent passing the #16 sieve: 61 %
Cumulative percent passing the #30 sieve: 40 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 10 %
Cumulative percent passing the #200 sieve: 4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2024 ✔