Summary for Test 2022-12-05-64-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 993776 DEA: 040J3004 EFIS: 0413000433 |
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DIST-CO-RTE-PM | 04-SON-1-26.7/27.1 |
Award Date | 07/08/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT. |
Location Description | SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 12/05/2022 | Sample Unique Key | 64 |
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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 | 02/24/2023 |
Sample type | Annual Source Testing | A brief description of the sample | coarse aggregate |
The quantity of what the sample constitutes | 4 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Rhodes |
Title of sampler | Plant QC | Telephone number of sampler | |
Laboratory sample identification | 23-ASC-0030 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Canyon Rock Quarry | Transportation Laboratory (TL) Number | C101278 |
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) | 91-49-0004 |
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The fabricator's/manufacturer's product name for the sample | Forestville CA | The fabricator/manufacturer designation for the sample | |
The plant number | A detailed description of where the material sample was collected | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-12-05-64
DIME Test ID: 2022-12-05-64-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2023-04-10
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 04/07/2023
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 1.8 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2023 ✔