Test 2020-02-25-12-1 (CTM 202-November 2011) Summary
Project 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 | ||
| 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 | ||
Sample Information
| Sample Taken Date | 2/25/2020 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 2/25/2020 |
| Sample type | Acceptance | A brief description of the sample | Coarse Aggregate (1 inch x No. 4) |
| The quantity of what the sample constitutes | 60 yd (Day's Concrete) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Karen | Last name of sampler or witnessed by | Spliethof |
| Title of sampler | TET | Laboratory sample identification | D78333A |
| The fabricator/manufacturer/facility name | Mountain Ready Mix | Transportation Laboratory (TL) Number | 001681 |
| 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) | 91-47-0014::MOORES GRAVEL |
|---|---|---|---|
| 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 | Belt at Plant |
| Where the material sample would have been placed if not sampled | Left Retaining Wall Footing of Abutment 8 | Primary Aggregate Nominal Size | 1 inch |
| The concrete mix design number | CT675S | Lot number | Unknown |
| Sublot number | Unknown | HMA Design ID |
Test Details
DIME Sample ID: 2020-02-25-12
DIME Test ID: 2020-02-25-12-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-03-11
Test Results
What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 02/26/2020
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 1024 grams
Cumulative mass retained on the 3/4 in. sieve: 4488 grams
Cumulative mass retained on the 1/2 in. sieve: 8451 grams
Cumulative mass retained on the 3/8 in. sieve: 10218 grams
Cumulative mass retained on the #4 sieve: 11895 grams
Cumulative mass retained on the #8 sieve: 11974 grams
Cumulative mass retained on the pan: 12054 grams
Mass of all aggregate: 12054 grams
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:92 %
Cumulative percent passing the 3/4 in. sieve:63 %
Cumulative percent passing the 1/2 in. sieve:30 %
Cumulative percent passing the 3/8 in. sieve:15 %
Cumulative percent passing the #4 sieve:1 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 03/11/2020 ✔