Test 2021-03-04-26-1 (AASHTO T27-14) Summary
Project Information
| Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 | ||
|---|---|---|---|
| DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 | ||
| Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE | ||
| Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING | ||
Sample Information
| Sample Taken Date | 3/4/2021 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 3/5/2021 |
| Sample type | Acceptance | A brief description of the sample | Lime Treated 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
| Title of sampler | Laboratory sample identification | D78752A | |
| The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 896989 |
| 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) | 91-11-0007 |
|---|---|---|---|
| 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 | Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | JMF 20-02-P02 | Lot number | |
| Sublot number | HMA Design ID |
Test Details
DIME Sample ID: 2021-03-04-26
DIME Test ID: 2021-03-04-26-1
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-04-22
Test Results
What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Input Type: Measured
Tester's full name: Karen Rios Dorado
Date of test: 03/09/2021
Total mass of material in the sample: 5228.1 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 128 grams
Cumulative mass retained on the 1/2 in. sieve: 1189 grams
Cumulative mass retained on the 3/8 in. sieve: 1865 grams
Mass retained on the 1/4 in. sieve: 2653 grams
Cumulative mass retained on the #4 sieve: 3039 grams
Total sample mass passing the #4 sieve: 2189.1 grams
Total mass of fine material in the sample: 514.2 grams
Cumulative mass retained on the #8 sieve: 195.1 grams
Cumulative mass retained on the #16 sieve: 308 grams
Cumulative mass retained on the #30 sieve: 376.5 grams
Cumulative mass retained on the #50 sieve: 425 grams
Cumulative mass retained on the #100 sieve: 461.3 grams
Cumulative mass retained on the #200 sieve: 482.5 grams
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:97.6 %
Cumulative percent passing the 1/2 in. sieve:77.3 %
Cumulative percent passing the 3/8 in. sieve:64.3 %
Cumulative percent passing the 1/4 in. sieve:49.3 %
Cumulative percent passing the #4 sieve:41.9 %
Cumulative percent passing the #8 sieve:26 %
Cumulative percent passing the #16 sieve:16.8 %
Cumulative percent passing the #30 sieve:11.2 %
Cumulative percent passing the #50 sieve:7.3 %
Cumulative percent passing the #100 sieve:4.3 %
Cumulative percent passing the #200 sieve:2.58 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 04/22/2021 ✔