Summary for Test 2021-11-06-11-1
Test performed: CTM 214-August 2010Project Information
Project Identifiers | Project ID: 215396 DEA: 042K8404 EFIS: 0417000031 |
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DIST-CO-RTE-PM | 04-SOL-29,80-0.0,0.8/1.6 |
Award Date | 03/26/2021 |
Closeout Date | 02/16/2024 |
Work Description | HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR. |
Location Description | SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING |
QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
Sample Taken Date | 11/06/2021 | Sample Unique Key | 11 |
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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 | 12/21/2021 |
Sample type | Annual Source Testing | A brief description of the sample | 3/8 Aggregates |
The quantity of what the sample constitutes | 2-bags individual size | From where was the sample collected | Source |
First name of sampler or witnessed by | plant | Last name of sampler or witnessed by | plant |
Title of sampler | QC Lab Tech | Telephone number of sampler | |
Laboratory sample identification | 21-PCCC-0222 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Capay | Transportation Laboratory (TL) Number | C044052 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0014::CAPAY |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-11-06-11
DIME Test ID: 2021-11-06-11-1
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: 2022-01-13
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 01/13/2022
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: 3.0 %
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 1/13/2022 ✔