Summary for Test 2022-12-22-63-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
---|---|
DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
Award Date | 04/26/2022 |
Closeout Date | Not set |
Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 12/22/2022 | Sample Unique Key | 63 |
---|---|---|---|
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 | 03/13/2023 |
Sample type | Annual Source Testing | A brief description of the sample | 1x4 coarse aggregate |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Casey | Last name of sampler or witnessed by | F |
Title of sampler | Plant QC | Telephone number of sampler | |
Laboratory sample identification | 23-ASC-0036 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mark West Quarry | Transportation Laboratory (TL) Number | C101291 |
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) | 91-49-0052 |
---|---|---|---|
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 | Santa Rosa CA | |
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 |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2022-12-22-63
DIME Test ID: 2022-12-22-63-1
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: 2023-05-02
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Ryan Kester/ Jay Horton
Date of test: 05/02/2023
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: 4.8 %
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 5/2/2023 ✔