Summary for Test 2020-06-10-42-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 06/10/2020 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 06/11/2020 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Source |
| First name of sampler or witnessed by | CGI | Last name of sampler or witnessed by | CGI |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78468F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ward Lake Pit | Transportation Laboratory (TL) Number | 896983 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-18-0008 |
|---|---|---|---|
| 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 | Lab-Batched from Sized Untreated Aggregate Stockpiles | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | JMF 20-08-S1 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-10-42
DIME Test ID: 2020-06-10-42-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-09-10
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 09/03/2020
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 97.7 % | ||||||
| 80.7 % | ||||||
| 68.5 % | ||||||
| 44.8 % | ||||||
| 36.7 % | ||||||
| 22.3 % | ||||||
| 13.6 % | ||||||
| 8.4 % | ||||||
| 5.3 % | ||||||
| 3.3 % | ||||||
| 2.42 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/10/2020 ✔