Summary for Test 2018-11-28-16-2
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 212801 DEA: 043G6034 EFIS: 0417000128 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-680-M0.0/M4.0 |
| Award Date | 02/01/2018 |
| Closeout Date | 03/12/2020 |
| Work Description | PAVEMENT REHABILITATION AND RAMP METERING. |
| Location Description | ALAMEDA COUNTY, IN FREMONT, FROM 0.15 MILE SOUTH OF SCOTT CREEK ROAD UNDERCROSSING TO AUTOMALL PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 03/12/2020) |
Sample Information
| Sample Taken Date | 11/28/2018 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 02/19/2019 |
| Sample type | Annual Source Testing | A brief description of the sample | Sand |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Verge |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 19-FPCC-0031 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hanson Aggregate Sunol | Transportation Laboratory (TL) Number | C811341 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-01-0011::SUNOL SMP 32 |
|---|---|---|---|
| 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 | fine |
| 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: 2018-11-28-16
DIME Test ID: 2018-11-28-16-2
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-04-03
Test Results
What size aggregate is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 04/03/2019
Percentage Loss of material retained on #8 sieve: no data
Percentage Loss of material retained on #16 sieve: no data
Percentage Loss of material retained on #30 sieve: no data
Percentage Loss of material retained on #50 sieve: no data
Percentage Loss of material retained on #100 sieve: no data
Weighted Average Percent Loss of Fine Aggregate: 3.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2019 ✔