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 |
|---|---|
| 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 |
|---|---|---|---|
| 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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔