Summary for Test 2015-07-02-17-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 210207 DEA: 02299714 EFIS: 0212000022 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-39.3/40.5 |
| Award Date | 05/27/2015 |
| Closeout Date | 02/23/2016 |
| Work Description | WIDEN SHOULDERS, IMPROVE DRAINAGE, AND INSTALL RADAR FEEDBACK SIGNS |
| Location Description | MODOC COUNTY IN AND NEAR ALTURAS FROM 0.2 MILE WEST OF MILL STREET TO 0.1 MILE EAST OF OAK STREET |
| QA Service Level | 1 (Verified on 06/26/2015) |
Sample Information
| Sample Taken Date | 07/02/2015 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2015 | Sample type | Verification |
| A brief description of the sample | 3/4 Type A HMA | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ward |
| Last name of sampler or witnessed by | Jenkins | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 15ASPH-0323 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Eagle Peak Rock and Paving |
| Transportation Laboratory (TL) Number | C847790B | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| 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) | 91-25-0029 |
|---|---|---|---|
| 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 | Hogsback North Pit |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | |
| The concrete mix design number | Lot number | Not set | |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2015-07-02-17
DIME Test ID: 2015-07-02-17-1
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: 2015-08-17
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 07/22/2015
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: 13.6 %
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 8/17/2015 ✔