Summary for Test 2023-01-18-20-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
| Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
| Sample Taken Date | 01/18/2023 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 01/20/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 Aggregate Base |
| The quantity of what the sample constitutes | STA 23+55 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | QC unknown | Last name of sampler or witnessed by | QC unknown |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Unknown | 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) | Unknown |
|---|---|---|---|
| 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 | Roadway | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-01-18-20
DIME Test ID: 2023-01-18-20-1
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: 2023-01-24
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 01/24/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 10105 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 521.0 grams | 95 % | |||||
| 2172.0 grams | 79 % | |||||
| 3145.0 grams | 69 % | |||||
| 4859.0 grams | 52 % | |||||
| 502 grams | ||||||
| 113.0 grams | 40 % | |||||
| 189.0 grams | 32 % | |||||
| 270.0 grams | 24 % | |||||
| 354.0 grams | 15 % | |||||
| 409.0 grams | 10 % | |||||
| 443.8 grams | 6 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/24/2023 ✔