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Testing Report for 2021-01-15-7-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 07337604
EFIS: 0717000036
Project ID: 215108
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-R28.9/R29.2
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
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fred Young
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-01-15-7
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction - Santa Paula
Sample Organization Contact: (805) 331-2654
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 1/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 1/18/2021
The quantity of what the sample constitutes: 300 lbs
A brief description of the sample: 1"x#4
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction - Big Rock

Material Information

Source Identification (SMARA or name of Pit): 91-19-0046
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:

Test Information

DIME Test ID: 2021-01-15-7-1
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Date Tested: 1/25/2021
Verified Date: 2/19/2021
Submitted By Organization: Granite Construction - Santa Paula
Organization Address: 999 Mission Rock Rd.,
Organization City: Santa Paula
Organization State: CA
Organization Zipcode: 93060
Organization Email: james.hancock@gcinc.com
Organization Phone: (805) 331-2654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

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): no data
Mass of sample retained on the 3 in. sieve (before immersion): no data
Mass of sample retained on the 2.5 in. sieve (before immersion): no data
Mass of sample retained on the 2 in. sieve (before immersion): no data
Mass of sample retained on the 1.5 in. sieve (before immersion): no data
Mass of sample retained on the 1 in. sieve (before immersion): no data
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): no data
Percent loss from sample retained on the 3.5 in. sieve: no data
Percent loss from sample retained on the 3.0 in. sieve: no data
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve: no data
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: no data
Percent loss from sample retained on the ⅜ in. x No. 4 sieve: no data
Percent loss from sample retained on the No. 4 x 8 sieve (coarse): no data
Percent of split particles between 3/4 in and 1 1/2 in.: no data
Percent of crumbled particles between 3/4 in and 1 1/2 in.: no data
Percent of cracked particles between 3/4 in and 1 1/2 in.: no data
Percent of flaked particles between 3/4 in and 1 1/2 in.: no data
Percent of split particles between 1 1/2 in and 2 1/2 in.: no data
Percent of crumbled particles between 1 1/2 in and 2 1/2 in.: no data
Percent of cracked particles between 1 1/2 in and 2 1/2 in.: no data
Percent of flaked particles between 1 1/2 in and 2 1/2 in.: no data
Percent of split particles between 2 1/2 in and 3 in.: no data
Percent of crumbled particles between 2 1/2 in and 3 in.: no data
Percent of cracked particles between 2 1/2 in and 3 in.: no data
Percent of flaked particles between 2 1/2 in and 3 in.: no data
Percent of split particles between 3 in and 3 1/2 in.: no data
Percent of crumbled particles between 3 in and 3 1/2 in.: no data
Percent of cracked particles between 3 in and 3 1/2 in.: no data
Percent of flaked particles between 3 in and 3 1/2 in.: no data
Percent of split particles between 3 1/2 in and 4 in.: no data
Percent of crumbled particles between 3 1/2 in and 4 in.: no data
Percent of cracked particles between 3 1/2 in and 4 in.: no data
Percent of flaked particles between 3 1/2 in and 4 in.: no data