Summary for Test 2019-04-16-27-4
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 04/16/2019 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 04/16/2019 |
| Sample type | Verification | A brief description of the sample | Lab-batched, 1/2-inch Type A Aggregate (Untreated Virgin) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jimmy and Derrick | Last name of sampler or witnessed by | Montana and Curry |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77824F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fawndale Rock Quarry | Transportation Laboratory (TL) Number | 857583 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::FAWNDALE ROCK QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | 19-1001.314 |
| 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 | 1/2 inch |
| The concrete mix design number | JMF 19-06-S1 | Lot number | 0 |
| Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-16-27
DIME Test ID: 2019-04-16-27-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2019-05-01
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/29/2019
Mass of saturated surface dry sample (before pycnometer) (S): 501.7 grams
Mass of the pycnometer with water and aggregate (C): 973.9 grams
Mass of the pycnometer with water (B): 648.1 grams
Mass of the oven dried sample (before pycnometer) (A): 497.6 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 501.7 grams
Mass of the oven dry aggregate (for absorption) (A): 497.6 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.829
Bulk specific gravity (SSD Basis): 2.852
Apparent specific gravity: 2.896
Absorption: 0.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2019 ✔