Summary for Test 2022-12-05-71-1
Test performed: CTM 202-November 2011Project 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 | 71 |
---|---|---|---|
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 | 12/07/2022 |
Sample type | Annual Source Testing | A brief description of the sample | Sand |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Valdez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Canyon Rock Quarry | 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) | 91-49-0004 |
---|---|---|---|
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 | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-12-05-71
DIME Test ID: 2022-12-05-71-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-04
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: Measured
Tester's full name: Anthony Valdez
Date of test: 12/07/2022
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
511 grams | ||||||
0 grams | 100 % | |||||
0 grams | 100 % | |||||
54 grams | 89 % | |||||
176 grams | 66 % | |||||
274 grams | 46 % | |||||
369 grams | 28 % | |||||
449 grams | 12 % | |||||
490.9 grams | 4 % | |||||
494.5 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2023 ✔