Summary for Test 2023-09-21-76-1
Test performed: AASHTO T27-14Project 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 | 09/21/2023 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 1/2-inch Type A Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| 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 | D79355F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Q&D Construction - Mustang Hot Plant (Sparks, NV) | Transportation Laboratory (TL) Number | 823627 |
| 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) | MSHA 2602089::Mustang Quarry (Sparks, NV) |
|---|---|---|---|
| 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 | Mathematically Combined Gradation per CT 384 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-09-21-76
DIME Test ID: 2023-09-21-76-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-10-05
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 10/03/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 95 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 59 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): CT 384: Combined at 85.0% Virgin Aggregate from Cold Feed and 15.0% Reclaimed Aggregate from RAP.
P¾″=100.%,
P½″=95%,
P⅜″=88%,
P№4=59%,
P№8=40.%,
P№30=18%,
P№200=4.3%
Test was verified on 10/5/2023 ✔