Summary for Test 2020-01-31-1-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 |
---|---|
DIST-CO-RTE-PM | 05-SB-101-21.8/22.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Goleta Cross Slope Correction |
Location Description | Not set |
QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
Sample Taken Date | 01/31/2020 | Sample Unique Key | 1 |
---|---|---|---|
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 | 01/31/2020 |
Sample type | Verification | A brief description of the sample | 6 bags virgin 1 bag LSM |
The quantity of what the sample constitutes | Verification Testing | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Zamora |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CalPortland Garey | Transportation Laboratory (TL) Number | |
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) | 91-42-0014 |
---|---|---|---|
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 | HMA Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-01-31-1
DIME Test ID: 2020-01-31-1-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-02-03
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: Daniel Gingras
Date of test: 02/03/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
11807.5 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
143.2 grams | 98.8 % | |||||
1232.9 grams | 89.6 % | |||||
2902.4 grams | 75.4 % | |||||
0 grams | 100 % | |||||
5710.6 grams | 51.6 % | |||||
84.3 grams | 39.7 % | |||||
156.7 grams | 29.5 % | |||||
214.4 grams | 21.4 % | |||||
275.4 grams | 12.8 % | |||||
321.0 grams | 6.4 % | |||||
342.8 grams | 3.28 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters): Lime Treated Combined Aggregate without RAP
Test was verified on 2/3/2020 ✔