Summary for Test 2018-11-28-19-1
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 | 19 |
|---|---|---|---|
| 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 | 3/8 pea gravel | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Fernando |
| Last name of sampler or witnessed by | Rogers | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 19-CPCC-0030 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hanson Sunol | |
| Transportation Laboratory (TL) Number | C811340 | 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 |
|---|---|---|---|
| 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 | stock pile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| 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: 2018-11-28-19
DIME Test ID: 2018-11-28-19-1
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: 2019-03-15
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 03/15/2019
Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data
Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data
Percentage Loss of material retained on 1 x ¾ in. sieve: no data
Percentage Loss of material retained on ¾ x ½ in. sieve: no data
Percentage Loss of material retained on ½ x ⅜ in. sieve: no data
Percentage Loss of material retained on ⅜ in. x #4 sieve: no data
Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data
Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data
Percentage Loss of material retained on 3/4 in. through #4 sieve: no data
Weighted Average Percent Loss of Coarse Aggregate: 4.2 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/15/2019 ✔