Summary for Test 2023-08-09-28-3
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 994330 DEA: 09366404 EFIS: 0916000006 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-58.2/60.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION. |
| Location Description | MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 08/09/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 08/09/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4", 3/8", Sand - Con Aggs |
| The quantity of what the sample constitutes | Con Aggs - 2 Bags of 3/4" / 1 Bag of 3/8" / 1 Bag of Wash Sand | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeffery | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | 6614400636 |
| Laboratory sample identification | Con Aggs 01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mansano and Sons | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 395 / Hwy 167 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Mammoth Ready Mix |
|---|---|---|---|
| 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 | Stockpiles at the Plant - Loader Used | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 1304-18-25-ADVA-6000 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-08-09-28
DIME Test ID: 2023-08-09-28-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-23
Test Results
What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
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: Measured
Tester's full name: Derek Carrington
Date of test: 08/23/2023
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7083 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 548.0 grams | 92 % | |||||
| 4293.8 grams | 39 % | |||||
| 6055.0 grams | 15 % | |||||
| 6698.5 grams | 5 % | |||||
| 6794.7 grams | 4 % | |||||
| 7030.3 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): 1" x #4 Con Aggs
Test was verified on 8/23/2023 ✔