Summary for Test 2023-07-10-71-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993339 DEA: 024H9304 EFIS: 0219000027 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-44.3/44.9 |
| Award Date | 07/13/2022 |
| Closeout Date | 04/11/2024 |
| Work Description | INGOT CURVE IMPROVEMENT - CURVE IMROVEMENT |
| Location Description | IN SHASTA COUNTY NEAR INGOT FROM 2.7 MILES EAST OF SEAMANS GULCH ROAD TO 1.2 MILES WEST OF DU BOIS ROAD. |
| QA Service Level | 1 (Verified on 11/22/2021) |
Sample Information
| Sample Taken Date | 07/10/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3 bags of Shoulder Backing | The quantity of what the sample constitutes | 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 | D79289 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bear Gulch Quarry | |
| Transportation Laboratory (TL) Number | 858122 | 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) | 91-45-0023 |
|---|---|---|---|
| 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 | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-10-71
DIME Test ID: 2023-07-10-71-1
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: 2023-11-06
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: 07/18/2023
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 5062.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 297.0 grams | 94 % | |||||
| 1006.0 grams | 80 % | |||||
| 1397.0 grams | 72 % | |||||
| 2264.0 grams | 55 % | |||||
| 495.8 grams | ||||||
| 97.5 grams | 44 % | |||||
| 171.1 grams | 36 % | |||||
| 224.5 grams | 30 % | |||||
| 267.0 grams | 25 % | |||||
| 301.0 grams | 22 % | |||||
| 326.2 grams | 19 % | |||||
General comments (publicly viewable) (Max 1000 characters): P2″=100.%,
P1″=100.%,
P¾″=94%,
P№4=55%,
P№30=30.%,
P№200=19%
Test was verified on 11/6/2023 ✔