Summary for Test 2022-06-21-39-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
| Award Date | 11/04/2021 |
| Closeout Date | 08/14/2023 |
| Work Description | CHAMPLIN SLOUGH |
| Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 06/21/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/21/2022 | Sample type | Quality Control |
| A brief description of the sample | 3/8" x #8 Aggregate | The quantity of what the sample constitutes | 1 Day |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Anthony |
| Last name of sampler or witnessed by | Smith | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Foothill Ready Mix | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-11-0007 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | No Information | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | 72S34XZA20 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-21-39
DIME Test ID: 2022-06-21-39-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-07-05
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: Calculated
Tester's full name: Todd Strait
Date of test: 06/22/2022
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 61 % | ||||||
| 8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2022 ✔