Summary for Test 2021-09-29-19-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214397 DEA: 120N3204 EFIS: 1213000196 |
---|---|
DIST-CO-RTE-PM | 12-ORA-91-R9.8/R18.9 |
Award Date | 11/07/2019 |
Closeout Date | 07/01/2022 |
Work Description | CONST PRECAST SLAB REPLACEMENT, COLD PLANE AC PVMT AND PLACE RHMA. |
Location Description | ORANGE COUNTY IN ANAHEIM AND YORBA LINDA FROM 0.3 MILE WEST OF LAKEVIEW AVENUE OVERCROSSING TO RIVERSIDE COUNTY LINE |
QA Service Level | 1 (Verified on 12/02/2019) |
Sample Information
Sample Taken Date | 09/29/2021 | Sample Unique Key | 19 |
---|---|---|---|
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 | 10/11/2021 |
Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-O-SP |
The quantity of what the sample constitutes | 3 Bags of Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Howard | Last name of sampler or witnessed by | Lin |
Title of sampler | RJ Noble QC QA | Telephone number of sampler | |
Laboratory sample identification | 0584O-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 1/2 HMA-O-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 43R001SOP | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | 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: 2021-09-29-19
DIME Test ID: 2021-09-29-19-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-10-15
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: Dominic Montemayor, Edmond Jabbour
Date of test: 10/12/2021
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 83 %
Cumulative percent passing the #4 sieve: 31 %
Cumulative percent passing the #8 sieve: 13 %
Cumulative percent passing the #16 sieve: 8 %
Cumulative percent passing the #30 sieve: 6 %
Cumulative percent passing the #50 sieve: 4 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 2.3 %
General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation
Test was verified on 10/15/2021 ✔