Summary for Test 2020-04-17-13-1
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214300 DEA: 07343404 EFIS: 0718000018 |
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DIST-CO-RTE-PM | 07-LA-39-31.2 |
Award Date | 10/30/2019 |
Closeout Date | Not set |
Work Description | IN LOS ANGELES COUNTY, ON ROUTE 39 AT NORTH FORK SAN GABRIEL RIVER BRIDGE (BR. NO. 53-3069) REPLACE BRIDGE |
Location Description | IN LOS ANGELES COUNTY ABOUT 19 MILES NORTH OF AZUSA AT NORTH FORK SAN GABRIEL RIVER BRIDGE |
QA Service Level | 1 (Verified on 12/20/2019) |
Sample Information
Sample Taken Date | 04/17/2020 | Sample Unique Key | 13 |
---|---|---|---|
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 | 04/17/2020 |
Sample type | Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
Title of sampler | MREAS | Telephone number of sampler | |
Laboratory sample identification | 9844 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Reliance Irwindale | Transportation Laboratory (TL) Number | 965760 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | na |
Where the material sample would have been placed if not sampled | sta 3550 |
Test Details
DIME Sample ID: 2020-04-17-13
DIME Test ID: 2020-04-17-13-1
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: 2020-04-29
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual 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: Husni Ankir and D. Montemayor
Date of test: 04/24/2020
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: 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: 100 %
Cumulative percent passing the #4 sieve: 91 %
Cumulative percent passing the #8 sieve: 73 %
Cumulative percent passing the #16 sieve: 56 %
Cumulative percent passing the #30 sieve: 43 %
Cumulative percent passing the #50 sieve: 31 %
Cumulative percent passing the #100 sieve: 19 %
Cumulative percent passing the #200 sieve: 12.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2020 ✔