Summary for Test 2020-07-24-33-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214289 EFIS: 0000001157 Permit Numbers: 0514NMC0478 0519NRT0383 0519NRT0001 0519NRD0572 |
---|---|
DIST-CO-RTE-PM | 05---6.9 |
Award Date | 01/05/2018 |
Closeout Date | 08/23/2021 |
Work Description | Reference Permit #0514-NMC-0478 on all correspondence. Note #0519-NRT-0383 is just a time extension for the original permit. Work Desc: Widen Blosser Road to provide a right turn lane for the northbound approach to West Main Street (State Route 166). |
Location Description | W. Main Street (Hwy 166), Santa Maria |
QA Service Level | 1 (Verified on 08/07/2019) |
Sample Information
Sample Taken Date | 07/24/2020 | Sample Unique Key | 33 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/24/2020 |
Sample type | Verification | A brief description of the sample | 1/2" Virgin Aggregate |
The quantity of what the sample constitutes | 3 bags | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Syd | Last name of sampler or witnessed by | Valeh |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dutra | 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) | 91-21-0008 |
---|---|---|---|
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 | Dutra Richmond | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-24-33
DIME Test ID: 2020-07-24-33-1
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-08-11
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): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/07/2020
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5081.9 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
114.6 grams | 97.7 % | |||||
808.2 grams | 84.1 % | |||||
1959.3 grams | 61.4 % | |||||
194.2 grams | 37.7 % | |||||
296.1 grams | 25.3 % | |||||
353.4 grams | 18.3 % | |||||
396.4 grams | 13.1 % | |||||
434.1 grams | 8.5 % | |||||
459.6 grams | 5.38 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2020 ✔