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 |
|---|---|---|---|
| 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 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔