Summary for Test 2016-06-17-19-1
Test performed: CTM 202-Oct 2014Project Information
| Project Identifiers | Project ID: 211054 DEA: 020H9904 EFIS: 0215000090 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-L0.0/0.6 |
| Award Date | 02/18/2016 |
| Closeout Date | 09/05/2018 |
| Work Description | PLACE HMA, REPLACE AC SURFACING |
| Location Description | IN TRINITY COUNTY AT AND NEARPEANUT FROM ROUTE 36 TO 0.1 MILENORTH OF DOBBINS GULCH BRIDGE. |
| QA Service Level | 1 (Verified on 07/27/2016) |
Sample Information
| Sample Taken Date | 06/17/2016 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 07/07/2016 |
| Sample type | Quality Control | A brief description of the sample | 3/8 HMA type A |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
| First name of sampler or witnessed by | Z | Last name of sampler or witnessed by | Thompson |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 16FPCC-0280 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | c847795 |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0057::SHASTA RANCH AGGREGATES |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2016-06-17-19
DIME Test ID: 2016-06-17-19-1
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 202-Oct 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2016-08-03
Test Results
What size aggregate is being tested?: Combined Gradation
Input Type: Measured
Tester's full name: Benjamin Lenz
Date of test: 07/22/2016
Total mass of material in the sample: 1258.9 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 6.5 grams
Cumulative mass retained on the #4 sieve: 1252.4 grams
Total sample mass passing the #4 sieve: 1715.3 grams
Total mass of fine material in the sample: 1715.3 grams
Cumulative mass retained on the #8 sieve: 826.7 grams
Cumulative mass retained on the #16 sieve: 314.0 grams
Cumulative mass retained on the #30 sieve: 190.7 grams
Cumulative mass retained on the #50 sieve: 134.8 grams
Cumulative mass retained on the #100 sieve: 0.0 grams
Cumulative mass retained on the #200 sieve: 0.0 grams
Cumulative mass retained on the pan: 249.1 grams
Total cumulative mass of coarse aggregate: 1258.9 grams
Total cumulative mass of fine aggregate: 1715.3 grams
Percentage of coarse material: 42 %
Percentage of fine material: 58 %
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: 100 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 30 %
Cumulative percent passing the #16 sieve: 19 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/3/2016 ✔