Summary for Test 2019-07-25-13-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213283 DEA: 060U09U4 EFIS: 0616000243 |
---|---|
DIST-CO-RTE-PM | 06-FRE-168-R36.0/65.9 |
Award Date | 08/24/2018 |
Closeout Date | 01/31/2020 |
Work Description | HMA RESURFACING AND REHAB CULVERTS |
Location Description | FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 07/25/2019 | Sample Unique Key | 13 |
---|---|---|---|
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 | 08/09/2019 |
Sample type | Dispute Resolution | A brief description of the sample | 3/4 inch HMA-A 15%RAP |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Shirvani |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Ashland | 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) | Unknown |
---|---|---|---|
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 | source |
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: 2019-07-25-13
DIME Test ID: 2019-07-25-13-1
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2019-12-17
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: Gurpartap Grewal
Date of test: 08/28/2019
Cumulative Mass Retained | Cumulative Percent Passing | |||||
---|---|---|---|---|---|---|
5202.1 grams | ||||||
0.0 grams | 100 % | |||||
0.0 grams | 100 % | |||||
167.8 grams | 96.8 % | |||||
1101.8 grams | 78.8 % | |||||
715.7 grams | 86.2 % | |||||
0 grams | 100 % | |||||
1084.9 grams | 79.1 % | |||||
129.9 grams | 59.9 % | |||||
235.5 grams | 44.2 % | |||||
334.9 grams | 29.5 % | |||||
414.1 grams | 17.8 % | |||||
456.2 grams | 11.5 % | |||||
478.6 grams | 8.23 % | |||||
grams |
General comments (publicly viewable) (Max 1000 characters): Translab internal lab no. 019-022
Dispute Resolution
AASHTO T-27
Test was verified on 12/17/2019 ✔