Summary for Test 2018-12-14-5-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
| Award Date | 11/06/2018 |
| Closeout Date | 08/16/2023 |
| Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
| Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
| Sample Taken Date | 12/14/2018 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/26/2018 | Sample type | Quality Control |
| A brief description of the sample | Soil for backfill material | The quantity of what the sample constitutes | 3 bags |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Scott |
| Last name of sampler or witnessed by | Lewis | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 18-0144 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NA |
| Transportation Laboratory (TL) Number | C678220 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | NA |
| Where the material sample would have been placed if not sampled | 0 to 10 in |
Test Details
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DIME Sample ID: 2018-12-14-5
DIME Test ID: 2018-12-14-5-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2019-01-04
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 12/27/2018
Total mass of material in the sample: 9197.1 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 108.8 grams
Cumulative mass retained on the 3/4 in. sieve: 24.9 grams
Cumulative mass retained on the 1/2 in. sieve: 99.0 grams
Cumulative mass retained on the 3/8 in. sieve: 101.2 grams
Cumulative mass retained on the #4 sieve: 320.4 grams
Cumulative mass retained on the #8 sieve: 0.0 grams
Total sample mass passing the #4 sieve: 1743.2 grams
Total mass of fine material in the sample: 1743.2 grams
Cumulative mass retained on the pan: 1743.2 grams
Total cumulative mass of coarse aggregate: 654.3 grams
Total cumulative mass of fine aggregate: 1743.2 grams
Sum of coarse and fine aggregate: 2398
Percentage of coarse material: 27 %
Percentage of fine material: 73 %
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: 95 %
Cumulative percent passing the 3/4 in. sieve: 94 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 86 %
Cumulative percent passing the #4 sieve: 73 %
Cumulative percent passing the #8 sieve: 73 %
General comments (publicly viewable) (Max 1000 characters): Not put through #8 sieve.
Test was verified on 12/28/2018 ✔