Summary for Test 2019-04-29-11-8
Test performed: AASHTO T210-15Project Information
| Project Identifiers | Project ID: 213720 DEA: 024H2004 EFIS: 0218000094 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-89-26.3/29.2 |
| Award Date | 12/19/2018 |
| Closeout Date | 08/06/2019 |
| Work Description | PAVEMENT OVERLAY |
| Location Description | SHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE |
| QA Service Level | 1 (Verified on 01/04/2019) |
Sample Information
| Sample Taken Date | 04/29/2019 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/29/2019 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77857F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw pit | Transportation Laboratory (TL) Number | 827791 |
| 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) | 91-25-0008::SHAW PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1278.105A |
| The plant number | Unknown | A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
| 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 19-04-S2 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-29-11
DIME Test ID: 2019-04-29-11-8
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Test Release Date: 2019-06-04
Test Results
Which test procedure(s) is/are used?: Procedure A and Procedure B
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/31/2019
Was strict temperature control maintained?: Yes
What type of water was used?: Distilled
Height of sediment column: 1.3 in
Clay reading: 5.3 in
Sand reading: 3.5 in
Durability Index (coarse): 70
Durability Index (fine): 66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2019 ✔