Summary for Test 2022-04-19-15-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993236 DEA: 051K0504 EFIS: 0518000114 |
---|---|
DIST-CO-RTE-PM | 05-MON-1-55.7/55.9 |
Award Date | 10/14/2021 |
Closeout Date | 09/02/2022 |
Work Description | CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE. |
Location Description | MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE |
QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
Sample Taken Date | 04/19/2022 | Sample Unique Key | 15 |
---|---|---|---|
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 | 04/19/2022 |
Sample type | Acceptance | A brief description of the sample | 3/4" HMA-SP-A-WMA-R15% PG64-10 SJR |
The quantity of what the sample constitutes | 160 tons | From where was the sample collected | Source |
First name of sampler or witnessed by | Wesley | Last name of sampler or witnessed by | Rider |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 0419221000 | Linked DIME Sample ID | 2022-04-19-14 |
The fabricator/manufacturer/facility name | Granite Salinas Batch | Transportation Laboratory (TL) Number | 0419221 |
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) | 91-27-0028/91-24-0009/91-27-0005 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 1580 | The fabricator/manufacturer designation for the sample | HMA Type A |
The plant number | A detailed description of where the material sample was collected | Hot Bins batch plant | |
Where the material sample would have been placed if not sampled | Deep Lift Shoulder | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | 1 | |
Sublot number | 1 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-04-19-15
DIME Test ID: 2022-04-19-15-1
Testing Lab: CT D05 - Monterey Construction Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-04-19
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: Calculated
Tester's full name: Wesley Rider
Date of test: 04/19/2022
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 31 %
Cumulative percent passing the #30 sieve: 20 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2022 ✔