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Sample Record for 2020-10-07-43

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

Project Information

Project ID: 66666 DEA: APP EFIS: 0019000052 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-10-07-43
TL Number from the TL Form: Twining Long Beach
Sample Submitted By Organization: Coast Aggregates
Sample Organization Contact: (949) 637-3086
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 10/07/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
The quantity of what the sample constitutes: 10 5 gallon buckets of each material
A brief description of the sample: Split samples of 1", 3/8" & washed concrete sand
From where was the sample collected: Source
Laboratory sample identification: 1707511
Structure unique identifier:
Structure name: N / A
The fabricator/manufacturer/facility name: Coast Aggregates, Big Rock

Material Information

Source Identification (SMARA or name of Pit): 91-19-0054
The fabricator's/manufacturer's product name for the sample: Big Rock C33 Samples
The fabricator/manufacturer designation for the sample: Big Rock C33 Split Sample
The plant number: NA
A detailed description of where the material sample was collected: From stockpiles at source
Where the material sample would have been placed if not sampled: Loaded into Transportation Units
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number: NA
Lot number: 1
Sublot number: 1

Test Results

Test 1 of 1

DIME Test ID: 2020-10-07-43-1
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Verified Date: 09/20/2021
Date Tested: 10/20/2020
Submitted By Organization: Coast Aggregates
Organization Address: 4621 Teller Avenue,Suite 130
Organization City: Newport Beach
Organization State: CA
Organization Zipcode: 92660
Organization Email: bagles@bristolmsi.com
Organization Phone: (949) 637-3086
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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) 60.12 grams
Mass of sample retained on the 1/2 in. sieve (before immersion) 461.42 grams
Mass of sample retained on the 3/8 in. sieve (before immersion) 331.02 grams
Mass of sample retained on the #4 sieve (before immersion) 21.14 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 0 %
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 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.