Summary for Test 2013-03-25-9005504-1
Test performed: ASTM C88-5Project Information
Project Identifiers | Project ID: 1783 DEA: 041123U4 EFIS: 0400000378 COOP: 042399 |
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DIST-CO-RTE-PM | 04-SM--61.2/64.9 |
Award Date | 12/13/2006 |
Closeout Date | 08/27/2013 |
Work Description | Devil?s Slide - Tunnel Project - Two borings |
Location Description | route 1 South of Pacifica |
QA Service Level | 1 (Verified on 06/21/2012) |
Sample Information
Sample Taken Date | 03/25/2013 | Sample Unique Key | 9005504 |
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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 testing | 03/25/2013 |
Sample type | Annual Source Testing | A brief description of the sample | coarse aggregate |
The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Bobby | Last name of sampler or witnessed by | Petska |
Title of sampler | Lab Technician | Telephone number of sampler | 708-382-1745 |
Laboratory sample identification | 5504 | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Graniterock quarry | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 09-01-0001 |
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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 | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2013-03-25-9005504
DIME Test ID: 2013-03-25-9005504-1
Testing Lab: CT HQ - Sacramento Materials Management Branch Field Office
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 1000 characters): None
Test was verified on 3/26/2013 ✔