Summary for Test 2023-01-26-102-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 993776 DEA: 040J3004 EFIS: 0413000433 |
---|---|
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 | 01/26/2023 | Sample Unique Key | 102 |
---|---|---|---|
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 | 01/26/2023 |
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 | Syar Healdsburg | 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) | 91-49-0030 |
---|---|---|---|
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 | Syar Healdsburg | |
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: 2023-01-26-102
DIME Test ID: 2023-01-26-102-1
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: Jose Ibarra-Roman
Date of test: 02/02/2023
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
525 grams | ||||||
0 grams | 100 % | |||||
1 grams | 100 % | |||||
89 grams | 83 % | |||||
226 grams | 57 % | |||||
325 grams | 38 % | |||||
417 grams | 21 % | |||||
469 grams | 11 % | |||||
488 grams | 7 % | |||||
490.4 grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2023 ✔