Summary for Test 2020-03-11-8-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 03/11/2020 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 03/11/2020 |
| Sample type | Quality Assurance | A brief description of the sample | 1x 4 Pcc Aggregate |
| The quantity of what the sample constitutes | 50 lbs | From where was the sample collected | Source |
| First name of sampler or witnessed by | Irene | Last name of sampler or witnessed by | Kwan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Central Concrete Supply | 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) | 91-49-0032::MARK WEST QUARRY |
|---|---|---|---|
| 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 | Stockpile @ Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-03-11-8
DIME Test ID: 2020-03-11-8-2
Testing Lab: ZZCT - Sacramento DIME Development - AVS Testing Internal
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-03-11
Test Results
What type of gradation is being tested?: Combined 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: Irene Kwan
Date of test: 03/12/2020
Total mass of material in the sample: 3628 grams
Cumulative mass retained on the 2 in. sieve: 0 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: 182 grams
Cumulative mass retained on the 1/2 in. sieve: 1438 grams
Cumulative mass retained on the 3/8 in. sieve: 724 grams
Cumulative mass retained on the #4 sieve: 1204 grams
Cumulative mass retained on the #8 sieve: 144.3 grams
Cumulative mass retained on the #16 sieve: 214 grams
Cumulative mass retained on the #30 sieve: 400.2 grams
Cumulative mass retained on the #50 sieve: 403.3 grams
Cumulative mass retained on the #100 sieve: 185.6 grams
Cumulative mass retained on the #200 sieve: 1.5 grams
Cumulative mass retained on the pan: 2 grams
Cumulative percent passing the 2 in. sieve: 100 %
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: 96.3 %
Cumulative percent passing the 1/2 in. sieve: 67 %
Cumulative percent passing the 3/8 in. sieve: 52.2 %
Cumulative percent passing the #4 sieve: 27.6 %
Cumulative percent passing the #8 sieve: 24.7 %
Cumulative percent passing the #16 sieve: 20.3 %
Cumulative percent passing the #30 sieve: 12.1 %
Cumulative percent passing the #50 sieve: 3.9 %
Cumulative percent passing the #100 sieve: 0.1 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2020 ✔