Summary for Test 2020-02-20-18-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212302 DEA: 080C70U4 EFIS: 0815000189 COOP: 081646 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-210-PM R 25 |
| Award Date | 11/06/2019 |
| Closeout Date | Not set |
| Work Description | The SR 210 Base Line Interchange project, in the City of Highland, includes widening of the Base Line overcrossing at the SR 210, along with additional ramp widening improvements for the northbound on-ramp, northbound off-ramp and southbound on-ramps. |
| Location Description | SR210 Lane Addition work proposes to improve SR 210 within the cities of Highland, Redlands, San Bernardino and unincorporated sections of San Bernardino County, |
| QA Service Level | 2 (Verified on 01/15/2020) |
Sample Information
| Sample Taken Date | 02/20/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 02/18/2020 |
| Sample type | Annual Source Testing | A brief description of the sample | 3/8" PCC AGGREGATE |
| The quantity of what the sample constitutes | 9 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | CHRIS | Last name of sampler or witnessed by | HINDMAN |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 9393 | Linked DIME Sample ID | 2020-02-20-18 |
| The fabricator/manufacturer/facility name | ROBERTSON REDLANS - QUARRY | Transportation Laboratory (TL) Number | C20-00002 |
| 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) | 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 | unknown |
| 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: 2020-02-20-18
DIME Test ID: 2020-02-20-18-1
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: 2020-03-16
Test Results
What size aggregate is being tested?: 0.375 in x No. 8 - Coarse 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: EDMOUND JABBOUR
Date of test: 02/20/2020
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 92 %
Cumulative percent passing the #4 sieve: 8 %
Cumulative percent passing the #8 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/16/2020 ✔