Summary for Test 2018-09-26-24-5
Test performed: CTM 214-August 2010Project Information
| Project Identifiers | Project ID: 212910 DEA: 080K2914 EFIS: 0812000098 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-30.9/33.3 |
| Award Date | 03/06/2018 |
| Closeout Date | 09/04/2019 |
| Work Description | LANE REPLACEMENT |
| Location Description | SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/02/2018) |
Sample Information
| Sample Taken Date | 09/26/2018 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 09/26/2018 |
| Sample type | Acceptance | A brief description of the sample | 3/8 Pea Gravel |
| The quantity of what the sample constitutes | 500 tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Joseph |
| Title of sampler | Technical Services Technician | Telephone number of sampler | (510) 378-2044 |
| Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Cemex Redlands | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-36-0068::REDLANDS WASH PLAN (CEMEX) |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 x 8 Gravel | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | 4420 | A detailed description of where the material sample was collected | Quarry |
| 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 | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2018-09-26-24
DIME Test ID: 2018-09-26-24-5
Testing Lab: CEMEX - Central & Southern California
Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate
Test Release Date: 2019-05-16
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: SRL
Date of test: 09/27/2018
Percentage Loss of material retained on 2 x 1 ½ in. sieve: 0.0 %
Percentage Loss of material retained on 1 ½ x 1 in. sieve: 0.0 %
Percentage Loss of material retained on 1 x ¾ in. sieve: 0.0 %
Percentage Loss of material retained on ¾ x ½ in. sieve: 0.0 %
Percentage Loss of material retained on ½ x ⅜ in. sieve: 0.8 %
Percentage Loss of material retained on ⅜ in. x #4 sieve: 0.6 %
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: 0.6 %
Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): 0.0 %
Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): 0.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2019 ✔