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Sample Record for 2013-03-25-9005504


Project Information

Project ID: 1783 DEA: 041123U4 EFIS: 0400000378 COOP: 042399 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM--61.2/64.9
Work Description: Devil?s Slide - Tunnel Project - Two borings
Location Description: route 1 South of Pacifica
Contractor Name: KIEWIT PACIFIC CO. Contractor Address: 930 Oddstad Blvd.
Resident Engineer: John Muench Structure Rep.: Lam, Peter

Sample Information

DIME Sample ID: 2013-03-25-9005504
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Sample Organization Contact: 7146885366
Type of Sample: Annual Source Testing
Type of Material: Aggregate
Sample Taken Date: 03/25/2013
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2013
The quantity of what the sample constitutes: 2 bags
A brief description of the sample: coarse aggregate
From where was the sample collected: Source
Laboratory sample identification: 5504
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 09-01-0001
The fabricator's/manufacturer's product name for the sample: Coarse Aggregate
The fabricator/manufacturer designation for the sample: sample
The plant number: 1
A detailed description of where the material sample was collected: Coarse aggregate pile at source
Where the material sample would have been placed if not sampled: Random sampling/testing
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2013-03-25-9005504-1
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Verified Date: 03/26/2013
Date Tested: 03/26/2013
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments: None
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) 100 grams
Mass of sample retained on the 3 in. sieve (before immersion) 95 grams
Mass of sample retained on the 2.5 in. sieve (before immersion) 90 grams
Mass of sample retained on the 2 in. sieve (before immersion) 80 grams
Mass of sample retained on the 1.5 in. sieve (before immersion) 75 grams
Mass of sample retained on the 1 in. sieve (before immersion) 70 grams
Mass of sample retained on the 3/4 in. sieve (before immersion) 60 grams
Mass of sample retained on the 1/2 in. sieve (before immersion) 50 grams
Mass of sample retained on the 3/8 in. sieve (before immersion) 40 grams
Mass of sample retained on the #4 sieve (before immersion) 30 grams
Split particles between 3/4 in and 1 1/2 in. (after immersion) 35
Crumbled particles between 3/4 in and 1 1/2 in. (after immersion) 20
Cracked particles between 3/4 in and 1 1/2 in. (after immersion) 10
Flaked between 3/4 in and 1 1/2 in. (after immersion) 20
Split particles between 1 1/2 in and 2 1/2 in. (after immersion) 25
Crumbled particles between 1 1/2 in and 2 1/2 in. (after immersion) 10
Cracked particles between 1 1/2 in and 2 1/2 in. (after immersion) 20
Flaked particles between 1 1/2 in and 2 1/2 in. (after immersion) 5
Split particles between 2 1/2 in and 3 in. (after immersion) 5
Crumbled particles between 2 1/2 in and 3 in. (after immersion) 10
Cracked particles between 2 1/2 in and 3 in. (after immersion) 25
Flaked particles between 2 1/2 in and 3 in. (after immersion) 20
Split particles between 3 in and 3 1/2 in. (after immersion) 30
Crumbled particles between 3 in and 3 1/2 in. (after immersion) 20
Cracked particles between 3 in and 3 1/2 in. (after immersion) 15
Flaked particles between 3 in and 3 1/2 in. (after immersion) 30
Split particles between 3 1/2 in and 4 in. (after immersion) 10
Crumbled particles between 3 1/2 in and 4 in. (after immersion) 5
Cracked particles between 3 1/2 in and 4 in. (after immersion) 20
Flaked particles between 3 1/2 in and 4 in. (after immersion) 10
Percent loss from sample retained on the 3.5 in. sieve 70 %
Percent loss from sample retained on the 3.0 in. sieve 79 %
Percent loss from sample retained on the 2 ½ in. x 1 ½ in. sieve 83 %
Percent loss from sample retained on the 1 ½ in. x ¾ in. sieve 94 %
Percent loss from sample retained on the ¾ in. x ⅜ in. sieve 98 %
Percent loss from sample retained on the ⅜ in. x No. 4 sieve 94 %
Percent loss from sample retained on the No. 4 x 8 sieve (coarse) 93 %
Percent of split particles between 3/4 in and 1 1/2 in. 28 %
Percent of crumbled particles between 3/4 in and 1 1/2 in. 16 %
Percent of cracked particles between 3/4 in and 1 1/2 in. 8 %
Percent of flaked particles between 3/4 in and 1 1/2 in. 16 %
Percent of split particles between 1 1/2 in and 2 1/2 in. 17 %
Percent of crumbled particles between 1 1/2 in and 2 1/2 in. 7 %
Percent of cracked particles between 1 1/2 in and 2 1/2 in. 14 %
Percent of flaked particles between 1 1/2 in and 2 1/2 in. 3 %
Percent of split particles between 2 1/2 in and 3 in. 6 %
Percent of crumbled particles between 2 1/2 in and 3 in. 13 %
Percent of cracked particles between 2 1/2 in and 3 in. 31 %
Percent of flaked particles between 2 1/2 in and 3 in. 25 %
Percent of split particles between 3 in and 3 1/2 in. 35 %
Percent of crumbled particles between 3 in and 3 1/2 in. 24 %
Percent of cracked particles between 3 in and 3 1/2 in. 18 %
Percent of flaked particles between 3 in and 3 1/2 in. 35 %
Percent of split particles between 3 1/2 in and 4 in. 11 %
Percent of crumbled particles between 3 1/2 in and 4 in. 6 %
Percent of cracked particles between 3 1/2 in and 4 in. 22 %
Percent of flaked particles between 3 1/2 in and 4 in. 11 %