Summary for Test 2023-03-08-16-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215374 DEA: 060X2704 EFIS: 0618000048 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-37.2/48.8 |
| Award Date | 05/11/2022 |
| Closeout Date | 05/09/2025 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | FROM 1.9 MILES NORTH OF THREE ROCKS ROAD UC TO 0.2 MILES SOUTH OF PANOCHE ROAD OC |
| QA Service Level | 1 (Verified on 12/16/2020) |
Sample Information
| Sample Taken Date | 03/08/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/09/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Structural concrete aggs |
| The quantity of what the sample constitutes | 300 cy | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Don Chaplin | Transportation Laboratory (TL) Number | |
| 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) | 91-35-0012 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1X4 and sand | 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 | Bridge Deck | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | G67534ST | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-03-08-16
DIME Test ID: 2023-03-08-16-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-09
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: Allen Oliver
Date of test: 03/08/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 497 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 50.0 grams | 90 % | |||||
| 178.0 grams | 64 % | |||||
| 297.0 grams | 40 % | |||||
| 397.0 grams | 20 % | |||||
| 448.0 grams | 10 % | |||||
| 465.3 grams | 6 % | |||||
| 470.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/9/2023 ✔