Summary for Test 2017-07-20-15-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
Project Identifiers | Project ID: 212394 DEA: 010H0104 EFIS: 0011700085 |
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DIST-CO-RTE-PM | 01-HUM-254-4.0/6.0 |
Award Date | 03/04/2017 |
Closeout Date | 08/20/2020 |
Work Description | Repair slipout. |
Location Description | In Humboldt County from 0.8 miles south to 0.2 miles north of Miranda bridge/Maple Hills |
QA Service Level | 1 (Verified on 04/24/2017) |
Sample Information
Sample Taken Date | 07/20/2017 | Sample Unique Key | 15 |
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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 | 07/26/2017 |
Sample type | Quality Control | A brief description of the sample | Miranda Slide North |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | TM | Last name of sampler or witnessed by | Liao |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | 17SOIL-0226 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C232361 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | RC-17-002-38 |
Where the material sample would have been placed if not sampled | 38 ft |
Test Details
DIME Sample ID: 2017-07-20-15
DIME Test ID: 2017-07-20-15-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-07-31
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 07/31/2017
Total mass of material in the sample: 450 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 5 grams
Cumulative mass retained on the #4 sieve: 25 grams
Cumulative mass retained on the #8 sieve: 6 grams
Total sample mass passing the #4 sieve: 420 grams
Total mass of fine material in the sample: 420 grams
Cumulative mass retained on the pan: 414 grams
Total cumulative mass of coarse aggregate: 30 grams
Total cumulative mass of fine aggregate: 420 grams
Sum of coarse and fine aggregate: 450 grams
Percentage of coarse material: 7 %
Percentage of fine material: 93 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 93 %
Cumulative percent passing the #8 sieve: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2017 ✔