Summary for Test 2019-12-26-4-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 209139 DEA: 071170U4 EFIS: 0700000085 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-33.2/37.2 |
| Award Date | 02/10/2014 |
| Closeout Date | 03/01/2022 |
| Work Description | CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/06/2014) |
Sample Information
| Sample Taken Date | 12/26/2019 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 12/27/2019 |
| Sample type | Department Acceptance | A brief description of the sample | 1.5" PCC AGGREGATE |
| The quantity of what the sample constitutes | 1 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GERADO | Last name of sampler or witnessed by | Zubieta |
| Title of sampler | TE CIVIL | Telephone number of sampler | |
| Laboratory sample identification | 9071 | Linked DIME Sample ID | 2019-12-26-4 |
| The fabricator/manufacturer/facility name | ROBERTSON IRWINDALE | Transportation Laboratory (TL) Number | C923413 |
| 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 | 1-1/2 inch |
| The concrete mix design number | 16015 | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-12-26-4
DIME Test ID: 2019-12-26-4-1
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: 2020-03-17
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: EDMOND JABBOUR
Date of test: 01/03/2020
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: 98 %
Cumulative percent passing the 1 in. sieve: 26 %
Cumulative percent passing the 3/4 in. sieve: 3 %
Cumulative percent passing the 1/2 in. sieve: 2 %
Cumulative percent passing the 3/8 in. sieve: 2 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 0.9 %
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 3/17/2020 ✔