Summary for Test 2020-07-22-42-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214059 DEA: 042K7504 EFIS: 0417000019 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-152-7.6/M10.2 |
| Award Date | 05/24/2019 |
| Closeout Date | 04/12/2021 |
| Work Description | ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES. |
| Location Description | SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101 |
| QA Service Level | 1 (Verified on 06/04/2019) |
Sample Information
| Sample Taken Date | 07/22/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
| Sample type | Verification | A brief description of the sample | 1/2" RHMA |
| The quantity of what the sample constitutes | 16 boxes | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Purvi | Last name of sampler or witnessed by | Shah |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construciton Los Banos | Transportation Laboratory (TL) Number | |
| 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) | 91-24-0009 |
|---|---|---|---|
| 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 | Hot Plant Granite Construction Salina | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2020-07-22-42
DIME Test ID: 2020-07-22-42-1
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-14
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: Measured
Tester's full name: Reza Dineli
Date of test: 08/07/2020
Total mass of material in the sample: 5000 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 147.3 grams
Cumulative mass retained on the 3/8 in. sieve: 727.5 grams
Cumulative mass retained on the #4 sieve: 3545.1 grams
Cumulative mass retained on the #8 sieve: 307.3 grams
Cumulative mass retained on the #16 sieve: 361.7 grams
Cumulative mass retained on the #30 sieve: 399 grams
Cumulative mass retained on the #50 sieve: 432.6 grams
Cumulative mass retained on the #100 sieve: 461.1 grams
Cumulative mass retained on the #200 sieve: 475.6 grams
Cumulative mass retained on the pan: no data
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: 97.1 %
Cumulative percent passing the 3/8 in. sieve: 85.5 %
Cumulative percent passing the #4 sieve: 29.1 %
Cumulative percent passing the #8 sieve: 11.2 %
Cumulative percent passing the #16 sieve: 8.1 %
Cumulative percent passing the #30 sieve: 5.9 %
Cumulative percent passing the #50 sieve: 3.9 %
Cumulative percent passing the #100 sieve: 2.3 %
Cumulative percent passing the #200 sieve: 1.44 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔