Summary for Test 2021-03-05-20-9
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214492 DEA: 033F5404 EFIS: 0313000136 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-99,160-4.5/5.7,R44.5 |
| Award Date | 01/24/2020 |
| Closeout Date | 07/28/2022 |
| Work Description | FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE. |
| Location Description | SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 03/05/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 03/08/2021 |
| Sample type | Verification | A brief description of the sample | 3/4" (Nominal) Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Sam Mossallem (Witness) | Last name of sampler or witnessed by | Teichert Personnel (SAMPLER) |
| Title of sampler | Teichert Personnel | Telephone number of sampler | Unknown |
| Laboratory sample identification | JMF21-009 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Teichert Perkins - Continuous Plant Dreyer Drum | Transportation Laboratory (TL) Number | C 849135 |
| 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) | 91-34-0045::ASPEN IV SOUTH |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Cold Feed |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-03-05-20
DIME Test ID: 2021-03-05-20-9
Testing Lab: CT D03 - Olivehurst 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: 2021-04-19
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: Thomas Stinnett
Date of test: 03/12/2021
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 82 % | ||||||
| 68 % | ||||||
| 28 % | ||||||
| 18 % | ||||||
| 13 % | ||||||
| 10 % | ||||||
| 7 % | ||||||
| 5 % | ||||||
| 3.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF21-009.
Test was verified on 4/19/2021 ✔