Summary for Test 2019-05-13-12-1
Test performed: AASHTO T27-14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Project Information
| Project Identifiers | Project ID: 212753 DEA: 020H7604 EFIS: 0215000086 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,PLU-VAR-VAR |
| Award Date | 03/28/2019 |
| Closeout Date | 09/02/2020 |
| Work Description | FULL DEPTH RECLAMATION AND DRAINAGE REHABILITATION |
| Location Description | LASSEN AND PLUMAS COUNTIES AT AND NEAR CHILCOOT FROM 0.9 MILE WEST OF SUMMIT SCHOOL DRIVE TO 0.7 MILE EAST OF ROUTE 395 |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/13/2019 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 05/14/2019 |
| Sample type | Verification | A brief description of the sample | Treated Virgin 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77884A | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Plant | Transportation Laboratory (TL) Number | 001351 |
| 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) | 91-18-0008::WARD LAKE PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1278.106 |
| 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 | JMF 19-10-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-05-13-12
DIME Test ID: 2019-05-13-12-1
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: 2019-06-19
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/14/2019
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 6322.3 grams | ||||||
| grams | % | |||||
| 0.0 grams | 0 % | |||||
| 0.0 grams | 0 % | |||||
| 120.0 grams | 98.1 % | |||||
| 1054.0 grams | 83.3 % | |||||
| 1735.0 grams | 72.6 % | |||||
| 2978 grams | 52.9 % | |||||
| 3495.0 grams | 44.7 % | |||||
| 169.4 grams | 29.7 % | |||||
| 279.0 grams | 20 % | |||||
| 347.6 grams | 14 % | |||||
| 397.2 grams | 9.6 % | |||||
| 434.4 grams | 6.3 % | |||||
| 455.4 grams | 4.42 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/19/2019 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.