Summary for Test 2020-06-10-41-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
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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 | 41 |
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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 Sized 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 | D78468A | 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 |
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 | Sized Untreated Aggregate Stockpile | |
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
DIME Sample ID: 2020-06-10-41
DIME Test ID: 2020-06-10-41-1
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: 2020-09-03
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: Measured
Tester's full name: Arthur Mills
Date of test: 06/15/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5282.6 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
378.0 grams | 92.8 % | |||||
3234.0 grams | 38.8 % | |||||
4697.0 grams | 11.1 % | |||||
5215 grams | 1.3 % | |||||
5235.0 grams | 0.9 % | |||||
11.3 grams | 0.7 % | |||||
14.4 grams | 0.6 % | |||||
16.4 grams | 0.6 % | |||||
18.4 grams | 0.6 % | |||||
20.6 grams | 0.5 % | |||||
23.3 grams | 0.46 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2020 ✔