Summary for Test 2021-11-03-51-5
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/03/2021 | Sample Unique Key | 51 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/07/2022 |
| Sample type | Aggregate Prequalification Program | A brief description of the sample | 3/8" Washed Concrete Aggregate (ASTM C33 NO. 8) (CALTRANS SECTION 90 3/8 X NO.8) |
| The quantity of what the sample constitutes | 3 Buckets | From where was the sample collected | Source |
| First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Portlock |
| Title of sampler | Lab Technician | Telephone number of sampler | 6195929623 |
| Laboratory sample identification | Linked DIME Sample ID | 2021-11-03-10 | |
| The fabricator/manufacturer/facility name | Hanson Aggregates | Transportation Laboratory (TL) Number | |
| 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) | Santee |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 Inch Washed Concrete Agg CALTRANS SECTION 90 3/8 X NO.8 | The fabricator/manufacturer designation for the sample | |
| The plant number | 016 | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | In Concrete | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-03-51
DIME Test ID: 2021-11-03-51-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-03-29
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Robert Jarquin
Date of test: 03/09/2022
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 15 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 0 %
Cumulative percent passing the #30 sieve: 0 %
Cumulative percent passing the #50 sieve: 0 %
Cumulative percent passing the #100 sieve: 0 %
Cumulative percent passing the #200 sieve: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2022 ✔