Summary for Test 2024-08-15-81-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 08/15/2024 | Sample Unique Key | 81 |
|---|---|---|---|
| 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 | 08/20/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Class II AB / Shoulder Backing |
| The quantity of what the sample constitutes | 3 Bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79692 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Round Mnt Rock | Transportation Laboratory (TL) Number | 876995 |
| 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) | 91-18-0014 |
|---|---|---|---|
| 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 | Stock Pile at Plant | |
| 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: 2024-08-15-81
DIME Test ID: 2024-08-15-81-1
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: 2024-09-05
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: Josh Ferency
Date of test: 09/05/2024
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 4997.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 77.0 grams | 98 % | |||||
| 757.0 grams | 85 % | |||||
| 1254.0 grams | 75 % | |||||
| 2340.0 grams | 53 % | |||||
| 510.9 grams | ||||||
| 144.7 grams | 38 % | |||||
| 245.1 grams | 28 % | |||||
| 314.6 grams | 20 % | |||||
| 362.4 grams | 15 % | |||||
| 397.7 grams | 12 % | |||||
| 421.8 grams | 9 % | |||||
General comments (publicly viewable) (Max 1000 characters): P1"=100%, P¾″=98%, P№4=53%, P№30=20%, P№200=9%
Test was verified on 9/5/2024 ✔