Summary for Test 2022-08-28-9-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 993300 DEA: 044J3004 EFIS: 0415000320 |
---|---|
DIST-CO-RTE-PM | 04-NAP-29-29.3/36.9 |
Award Date | 02/16/2022 |
Closeout Date | 05/31/2023 |
Work Description | COLD PLANE AC, PLACE HMA (TYPE A) AND RHMA-G. |
Location Description | NAPA COUNTY IN AND NEAR SAINT HELENA AND CALISTOGA FROM YORK CREEK BRIDGE TO ROUTE 128 |
QA Service Level | 1 (Verified on 10/22/2021) |
Sample Information
Sample Taken Date | 08/28/2022 | Sample Unique Key | 9 |
---|---|---|---|
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 | 08/29/2022 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA PG 64-16 |
The quantity of what the sample constitutes | 750 | From where was the sample collected | Supplier |
First name of sampler or witnessed by | Ignacio | Last name of sampler or witnessed by | Arechiga |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | C422-227 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | BoDean Santa Rosa | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | 1 |
Sublot number | 1 | HMA Mix Number | 600SPR16 |
Test Details
DIME Sample ID: 2022-08-28-9
DIME Test ID: 2022-08-28-9-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-22
Test Results
What type of gradation is being tested?: Combined 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: Augusto Rios
Date of test: 08/29/2022
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 90 %
Cumulative percent passing the #4 sieve: 36 %
Cumulative percent passing the #8 sieve: 19 %
Cumulative percent passing the #16 sieve: 10 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 1.7 %
General comments (publicly viewable) (Max 1000 characters): out of compliance (78-88)
Test was verified on 3/22/2023 ✔