Summary for Test 2021-04-19-40-8
Test performed: AASHTO T84-14Project Information
| Project Identifiers | Project ID: 215179 DEA: 010F4704 EFIS: 0116000011 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-299-30.7/37.7 |
| Award Date | 11/19/2020 |
| Closeout Date | 11/27/2023 |
| Work Description | PLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL. |
| Location Description | HUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION |
| QA Service Level | 1 (Verified on 09/15/2020) |
Sample Information
| Sample Taken Date | 04/19/2021 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/08/2021 |
| Sample type | Dispute Resolution | A brief description of the sample | 3/4" HMA PG64-16 NO RAP |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | na | Last name of sampler or witnessed by | na |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 21-JMFDP-0110 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser - Willow Creek | 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) | 91-12-0007 |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-04-19-40
DIME Test ID: 2021-04-19-40-8
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Test Release Date: 2021-06-18
Test Results
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 06/16/2021
Mass of saturated surface dry sample (before pycnometer) (S): 501.3 grams
Mass of the pycnometer with water and aggregate (C): 989.3 grams
Mass of the pycnometer with water (B): 667.2 grams
Mass of the oven dried sample (before pycnometer) (A): 494.2 grams
Mass of the saturated surface dry aggregate (for absorption) (S): 501.3 grams
Mass of the oven dry aggregate (for absorption) (A): 494.2 grams
Test Sample Preparation: Total Saturation
Bulk specific gravity: 2.758
Bulk specific gravity (SSD Basis): 2.797
Apparent specific gravity: 2.872
Absorption: 1.4 %
General comments (publicly viewable) (Max 1000 characters): - Bulk specific gravity (SSD) of fine aggregate - Bulk specific gravity of fine aggregate - Bulk specific gravity of fine aggregate - Apparent specific gravity of supplemental fines - Absorption of fine aggregate
Test was verified on 6/18/2021 ✔