Summary for Test 2019-10-31-31-1
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 212300 DEA: 044G3804 EFIS: 0412000463 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116-30.9/31.4 |
| Award Date | 03/15/2019 |
| Closeout Date | 02/16/2024 |
| Work Description | Construct Bridge, Retaining Walls, Traffic Signal |
| Location Description | SONOMA COUNTY NEAR COTATI FROM 0.3 MILE EAST OF HESSEL ROAD TO 0.1 MILE EAST OF BARTLESON ROAD |
| QA Service Level | 1 (Verified on 08/19/2019) |
Sample Information
| Sample Taken Date | 10/31/2019 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 02/14/2020 |
| Sample type | Annual Source Testing | A brief description of the sample | 3/8 Pea Gravel |
| The quantity of what the sample constitutes | 3 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Ostrand |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 20-PCCC-0035 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Syar Healdsburg | Transportation Laboratory (TL) Number | C870042 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0062::HEALDSBURG TERRACE PHASE VI |
|---|---|---|---|
| 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 |
| 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: 2019-10-31-31
DIME Test ID: 2019-10-31-31-1
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: 2020-04-09
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: RK/JH
Date of test: 04/07/2020
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: 2.4 %
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 4/9/2020 ✔