Summary for Test 2019-03-29-16-2
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209695 DEA: 08347704 EFIS: 0800000616 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR-58-0/12.9 |
| Award Date | 11/10/2017 |
| Closeout Date | 01/14/2021 |
| Work Description | (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| Location Description | SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395. |
| QA Service Level | 1 (Verified on 12/01/2017) |
Sample Information
| Sample Taken Date | 03/29/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 03/29/2019 |
| Sample type | Per Request | A brief description of the sample | Sggregate Subbase (LCB) |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Shahidi | Last name of sampler or witnessed by | Shaine |
| Title of sampler | RE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Contractor Kiewit | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| 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 | Jobsite |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2019-03-29-16
DIME Test ID: 2019-03-29-16-2
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: 2019-05-04
Test Results
What size aggregate is being tested?: Fine Aggregate
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: Satish Jain
Date of test: 04/04/2019
Cumulative percent passing the 3/8 in. sieve: 85 %
Cumulative percent passing the #4 sieve: 68 %
Cumulative percent passing the #8 sieve: 54 %
Cumulative percent passing the #16 sieve: 42 %
Cumulative percent passing the #30 sieve: 31 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 12 %
Cumulative percent passing the #200 sieve: 7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/27/2019 ✔