Summary for Test 2023-09-18-66-6
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215157 DEA: 021H5704 EFIS: 0216000036 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-67.8/77.8 |
| Award Date | 02/09/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | BURNEY CAPM - PAVEMENT REHABILITATION |
| Location Description | BUNCH GRASS LOOKOUT RD TO NAPA LN |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 09/18/2023 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/19/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Shoulder Backing | The quantity of what the sample constitutes | from 2000 cy to Entire Project |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cindy |
| Last name of sampler or witnessed by | Bryant | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79352 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Pacway - Cassel | |
| Transportation Laboratory (TL) Number | 857916 | 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) | Pacway |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-09-18-66
DIME Test ID: 2023-09-18-66-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-10-02
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: Joe Mishoe
Date of test: 09/19/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 13759 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 341.0 grams | 98 % | |||||
| 1801.0 grams | 87 % | |||||
| 3039.0 grams | 78 % | |||||
| 4833.0 grams | 65 % | |||||
| 5735.0 grams | 58 % | |||||
| 7493.0 grams | 46 % | |||||
| 493 grams | ||||||
| 104.8 grams | 36 % | |||||
| 189.0 grams | 28 % | |||||
| 255.9 grams | 22 % | |||||
| 308.6 grams | 17 % | |||||
| 352.9 grams | 13 % | |||||
| 394.2 grams | 9 % | |||||
General comments (publicly viewable) (Max 1000 characters): P2″=100.%,
P1″=87%,
P¾″=78%,
P№4=46%,
P№30=22%,
P№200=9%
Test was verified on 10/2/2023 ✔