Summary for Test 2017-11-01-28-1
Test performed: AGGLP SIEVE_ANALYSIS-1Project Information
| Project Identifiers | Project ID: 212861 DEA: 101H2804 EFIS: 1017000190 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-5-10.7/25.5 |
| Award Date | 02/06/2024 |
| Closeout Date | Not set |
| Work Description | BRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC. |
| Location Description | STANISLAUS AND MERCED COUNTIES. |
| QA Service Level | 1 (Verified on 03/23/2020) |
Sample Information
| Sample Taken Date | 11/01/2017 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 11/02/2017 |
| Sample type | Quality Control | A brief description of the sample | Etcheverry Rd Br. 39-0159R |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Steve | Last name of sampler or witnessed by | Wake |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 187SOIL-0332 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | C703198B |
| 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 | A-17-002 |
| Where the material sample would have been placed if not sampled | 2 to 3 ft |
Test Details
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DIME Sample ID: 2017-11-01-28
DIME Test ID: 2017-11-01-28-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AGGLP SIEVE_ANALYSIS-1: Soils for Corrosion Sieve Analysis
Test Release Date: 2017-11-17
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 11/17/2017
Total mass of material in the sample: 6158.0 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: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 9.0 grams
Cumulative mass retained on the 3/8 in. sieve: 1.0 grams
Cumulative mass retained on the #4 sieve: 2.0 grams
Cumulative mass retained on the #8 sieve: 1.0 grams
Total sample mass passing the #4 sieve: 1593 grams
Total mass of fine material in the sample: 793 grams
Cumulative mass retained on the pan: 791.0 grams
Total cumulative mass of coarse aggregate: 12 grams
Total cumulative mass of fine aggregate: 792 grams
Sum of coarse and fine aggregate: 1605
Percentage of coarse material: 1 %
Percentage of fine material: 99 %
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: 99 %
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/17/2017 ✔