Summary for Test 2021-09-02-20-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | Not set |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 09/02/2021 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 09/04/2021 |
| Sample type | Acceptance | A brief description of the sample | Shoulder Backing |
| The quantity of what the sample constitutes | 3000 tons or Day's Placement | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | E. | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | D78938 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit Facility - Lookout, CA | Transportation Laboratory (TL) Number | 848963 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-25-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile at the Plant | |
| Where the material sample would have been placed if not sampled | 02 LAS MOD 139 299 VAR | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | Lot number | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-02-20
DIME Test ID: 2021-09-02-20-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2021-09-09
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/06/2021
Total mass of sample prior to washing: no data
Individual mass retained on the 3 in. sieve: 0 grams
Individual mass retained on the 2 1/2 in. sieve: 0 grams
Individual mass retained on the 2 in. sieve: 0 grams
Individual mass retained on the 1 1/2 in. sieve: 0 grams
Individual mass retained on the 1 in. sieve: 767 grams
Individual mass retained on the 3/4 in. sieve: 1175 grams
Individual mass retained on the 1/2 in. sieve: 1998 grams
Individual mass retained on the 3/8 in. sieve: 1258 grams
Individual mass retained on the #4 sieve: 2267 grams
Individual mass retained on the #8 sieve: 125.1 grams
Individual mass retained on the #16 sieve: 77 grams
Individual mass retained on the #30 sieve: 50.2 grams
Individual mass retained on the #50 sieve: 34.6 grams
Individual mass retained on the #100 sieve: 30.8 grams
Individual mass retained on the #200 sieve: 27.8 grams
Individual mass retained on the pan: 137.6 grams
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 94 %
Cumulative percent passing the 3/4 in. sieve: 84 %
Cumulative percent passing the 1/2 in. sieve: 66.6 %
Cumulative percent passing the 3/8 in. sieve: 56 %
Cumulative percent passing the #4 sieve: 37 %
Cumulative percent passing the #8 sieve: 27 %
Cumulative percent passing the #16 sieve: 22 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 10.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/9/2021 ✔