Summary for Test 2021-01-15-7-1
Test performed: ASTM C88-5Project Information
Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
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DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
Award Date | 10/15/2020 |
Closeout Date | 05/04/2023 |
Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 01/15/2021 | Sample Unique Key | 7 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 01/18/2021 |
Sample type | Aggregate Prequalification Program | A brief description of the sample | 1"x#4 |
The quantity of what the sample constitutes | 300 lbs | From where was the sample collected | Source |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Technician | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Construction - Big Rock | Transportation Laboratory (TL) Number | |
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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2021-01-15-7
DIME Test ID: 2021-01-15-7-1
Testing Lab: Granite Construction Company - Santa Paula
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2021-02-19
Test Results
What size aggregate is being tested?: Coarse Aggregate
Input Type: Calculated
Tester's full name: Brian Vollnogle
Date of test: 01/25/2021
What type of solution was used?: Sodium sulfate
What was the condition of the solution?: Freshly prepared
Mass of sample retained on the 3.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 2 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1.5 in. sieve (before immersion): 0 grams
Mass of sample retained on the 1 in. sieve (before immersion): 0 grams
Mass of sample retained on the 3/4 in. sieve (before immersion): 517.2 grams
Mass of sample retained on the 1/2 in. sieve (before immersion): 1003.8 grams
Mass of sample retained on the 3/8 in. sieve (before immersion): 301.3 grams
Mass of sample retained on the #4 sieve (before immersion): 0 grams
Percent loss from sample retained on the 3.5 in. sieve: 0 %
Percent loss from sample retained on the 3.0 in. sieve: 0 %
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve: 0 %
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve: 1 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve: 0 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve: 0 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): 0 %
Percent of split particles between 3/4 in and 1 1/2 in.: 0 %
Percent of crumbled particles between 3/4 in and 1 1/2 in.: 0 %
Percent of cracked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of flaked particles between 3/4 in and 1 1/2 in.: 0 %
Percent of split particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in.: 0 %
Percent of split particles between 2 1/2 in and 3 in.: 0 %
Percent of crumbled particles between 2 1/2 in and 3 in.: 0 %
Percent of cracked particles between 2 1/2 in and 3 in.: 0 %
Percent of flaked particles between 2 1/2 in and 3 in.: 0 %
Percent of split particles between 3 in and 3 1/2 in.: 0 %
Percent of crumbled particles between 3 in and 3 1/2 in.: 0 %
Percent of cracked particles between 3 in and 3 1/2 in.: 0 %
Percent of flaked particles between 3 in and 3 1/2 in.: 0 %
Percent of split particles between 3 1/2 in and 4 in.: 0 %
Percent of crumbled particles between 3 1/2 in and 4 in.: 0 %
Percent of cracked particles between 3 1/2 in and 4 in.: 0 %
Percent of flaked particles between 3 1/2 in and 4 in.: 0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2021 ✔