Summary for Test 2023-09-13-61-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
| Award Date | 02/10/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
| Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/13/2023 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 09/14/2023 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | 2000 cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79344 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Joy Engineering | Transportation Laboratory (TL) Number | 858048 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Joy Engineering Rock Quarry |
|---|---|---|---|
| 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 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: 2023-09-13-61
DIME Test ID: 2023-09-13-61-2
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: 2023-09-29
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: Colt Sweeny
Date of test: 09/15/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7233 grams | ||||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 0 grams | 100 % | |||||
| 35 grams | 100 % | |||||
| 857 grams | 88 % | |||||
| 1604 grams | 78 % | |||||
| 3337 grams | 54 % | |||||
| 502.4 grams | ||||||
| 139 grams | 39 % | |||||
| 223.8 grams | 30 % | |||||
| 281.6 grams | 24 % | |||||
| 325.2 grams | 19 % | |||||
| 361.4 grams | 15 % | |||||
| 389.2 grams | 12 % | |||||
General comments (publicly viewable) (Max 1000 characters): P1"=100%, P¾"=100%, P№4=54%, P№30=24%, P№200=12%
Test was verified on 9/29/2023 ✔