Test 2013-03-25-9005504-1 (ASTM C88-5) Summary

Project Information
Project IdentifiersProject ID: 1783
DEA: 041123U4
EFIS: 0400000378
COOP: 042399
DIST-CO-RTE-PM04-SM--61.2/64.9
Work DescriptionDevil?s Slide - Tunnel Project - Two borings
Location Descriptionroute 1 South of Pacifica
Sample Information
Sample Taken Date3/25/2013 Sample Unique Key9005504
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 testing3/25/2013
Sample typeAnnual Source Testing A brief description of the samplecoarse aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byBobby Last name of sampler or witnessed byPetska
Title of samplerLab Technician Laboratory sample identification5504
The fabricator/manufacturer/facility nameGraniterock quarry Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)09-01-0001
The fabricator's/manufacturer's product name for the sampleCoarse Aggregate The fabricator/manufacturer designation for the samplesample
The plant number1 A detailed description of where the material sample was collectedCoarse aggregate pile at source
Where the material sample would have been placed if not sampledRandom sampling/testing Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2013-03-25-9005504
DIME Test ID: 2013-03-25-9005504-1
Testing Lab: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Test Method: ASTM C88-5: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
Test Release Date: 2013-03-26
Test Results

What size aggregate is being tested?: Coarse Aggregate
Input Type: Measured
Tester's full name: Robert Doe
Date of test: 03/26/2013
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
Mass of sample retained on the 3.0 in. sieve (after immersion): 30 grams
Mass of sample retained on the 2.5 in. sieve (after immersion): 20 grams
Mass of sample retained on the 2.0 in. sieve (after immersion): 15 grams
Mass of sample retained on the 1 1/4 in. sieve (after immersion): 10 grams
Mass of sample retained on the 5/8 in. sieve (after immersion): 5 grams
Mass of sample retained on the 5/16 in. sieve (after immersion): 5 grams
Mass of sample retained on the #5 sieve (after immersion): 2 grams
Particles on 3.5 in. sieve (before immersion): 90
Particles on 3.0 in. sieve (before immersion): 85
Particles on 2.5 in. sieve (before immersion): 80
Particles on 2.0 in. sieve (before immersion): 75
Particles on 1.5 in. sieve (before immersion): 70
Particles on 1.0 in. sieve (before immersion): 65
Particles on 3/4 in. sieve (before immersion): 60
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 %
General comments (publicly viewable) (Max 250 characters): None

Test was verified on 03/26/2013