Summary for Test 2021-02-09-35-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 213903 DEA: 043G4544 EFIS: 0412000054 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA,SM-92-R14.4/R18.8,R0.0/R.2.4 |
| Award Date | 12/31/2019 |
| Closeout Date | 04/04/2025 |
| Work Description | Repair Spalled Concrete Columns and Spandrel Beams |
| Location Description | San Mateo-Hayward Bridge |
| QA Service Level | 1 (Verified on 01/22/2019) |
Sample Information
| Sample Taken Date | 02/09/2021 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/22/2021 | Sample type | Per Request |
| A brief description of the sample | 3/8 pea gravel Elephant Armor | The quantity of what the sample constitutes | 1-5gallon bucket |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Beames |
| Last name of sampler or witnessed by | Williams | Title of sampler | VP |
| Telephone number of sampler | Laboratory sample identification | 21-0025 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GST international | |
| Transportation Laboratory (TL) Number | C902227 | 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) | na |
|---|---|---|---|
| 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 | bag | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-02-09-35
DIME Test ID: 2021-02-09-35-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-02-25
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Individual 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: Bang Nguyen
Date of test: 02/23/2021
| Sieve Size | Individual Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1231 grams | ||||||
| 0.0 grams | 100 % | |||||
| 149.9 grams | 88 % | |||||
| 830.7 grams | 20 % | |||||
| 233.5 grams | 1 % | |||||
| 16.6 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/25/2021 ✔