Summary for Test 2020-04-03-26-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 212827 DEA: 07296404 EFIS: 0713000031 |
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DIST-CO-RTE-PM | 07-LA-5,10,60-16.1/17.0,18.1/18.4,0.4/R1.0 |
Award Date | 01/18/2018 |
Closeout Date | 09/03/2020 |
Work Description | PLACE ROCK BLANKET, MINOR CONCRETE, AND WEED CONTROL MAT. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 FROM EUCLID AVENUE UNDERCROSSING TO SEVENTH STREET OVERCROSSING AND ON ROUTE 10 FROM LA RIVER TO ROUTE 5 AND ON ROUTE 60 FROM SOTO STREET UNDERCROSSING TO EAST OF EUCLID AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/14/2019) |
Sample Information
Sample Taken Date | 04/03/2020 | Sample Unique Key | 26 |
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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 | 04/14/2020 |
Sample type | Acceptance | A brief description of the sample | Bin #2 3/8" |
The quantity of what the sample constitutes | 1 bag, 20 tons | From where was the sample collected | Source |
First name of sampler or witnessed by | Aaron | Last name of sampler or witnessed by | Marvilla |
Title of sampler | Vulcan QC | Telephone number of sampler | |
Laboratory sample identification | 9708 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Sun Valley | Transportation Laboratory (TL) Number | 944445 |
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) | 00-00-0000 |
---|---|---|---|
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 | NA |
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
DIME Sample ID: 2020-04-03-26
DIME Test ID: 2020-04-03-26-1
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: 2020-05-28
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: Michael Magana
Date of test: 04/15/2020
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 100 %
General comments (publicly viewable) (Max 1000 characters): NOT TESTED ON NUMBER 8 SIEVE.
Test was verified on 5/28/2020 ✔