Summary for Test 2021-04-01-31-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96,263-103.1/103.6,56.8/57.2 |
| Award Date | 12/14/2018 |
| Closeout Date | 12/01/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 04/01/2021 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 04/05/2021 |
| Sample type | Authorization | A brief description of the sample | 3/4-inch Maximum Class 2 Aggregate Base |
| The quantity of what the sample constitutes | Process | From where was the sample collected | Source |
| First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hanson |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78756 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Roadway | Transportation Laboratory (TL) Number | 897282 |
| 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) | Undeclared |
|---|---|---|---|
| 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 | Grindings from Hwy 96 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2021-04-01-31
DIME Test ID: 2021-04-01-31-1
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: 2021-05-14
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Input Type: Measured
Tester's full name: K. Rios Dorado and D. Hickey
Date of test: 04/06/2021
Total mass of coarse aggregate: 12919.2 grams
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: 22 grams
Individual mass retained on the 3/4 in. sieve: 232 grams
Individual mass retained on the 1/2 in. sieve: 914 grams
Individual mass retained on the 3/8 in. sieve: 1029 grams
Individual mass retained on the #4 sieve: 3020 grams
Individual mass retained on the pan (coarse aggregate): 7702.2 grams
Total mass of fine aggregate: 500.4 grams
Individual mass retained on the #8 sieve: 157.1 grams
Individual mass retained on the #16 sieve: 110.8 grams
Individual mass retained on the #30 sieve: 73 grams
Individual mass retained on the #50 sieve: 43.7 grams
Individual mass retained on the #100 sieve: 26 grams
Individual mass retained on the #200 sieve: 13.8 grams
Individual mass retained on the pan (fine aggregate): 76 grams
Total mass of coarse aggregate: 5217 grams
Total mass of fine aggregate: 500 grams
Percentage of coarse material: 40 %
Percentage of fine material: 60 %
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:100 %
Cumulative percent passing the 3/4 in. sieve:98 %
Cumulative percent passing the 1/2 in. sieve:91 %
Cumulative percent passing the 3/8 in. sieve:83 %
Cumulative percent passing the #4 sieve:60 %
Cumulative percent passing the #8 sieve:41 %
Cumulative percent passing the #16 sieve:28 %
Cumulative percent passing the #30 sieve:19 %
Cumulative percent passing the #50 sieve:14 %
Cumulative percent passing the #100 sieve:11 %
Cumulative percent passing the #200 sieve:9.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2021 ✔