Summary for Test 2020-08-27-8-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 210227 DEA: 07286204 EFIS: 0713000217 |
---|---|
DIST-CO-RTE-PM | 07-LA-138-56.20/55.20 |
Award Date | 03/14/2019 |
Closeout Date | 01/13/2023 |
Work Description | WIDEN ROUTE 138 TO 4 LANES WITH A MEDIAN TURN LANE AND STANDARD WIDTH SHOULDERS.; DRAINAGE IMPROVEMENTS. |
Location Description | IN LOS ANGELES COUNTY IN PALMDALE FROM 87TH STREET EAST TO 96TH STREET EAST |
QA Service Level | 1 (Verified on 06/27/2019) |
Sample Information
Sample Taken Date | 08/27/2020 | Sample Unique Key | 8 |
---|---|---|---|
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 | 08/28/2020 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 No LAS |
The quantity of what the sample constitutes | 4 Bags Of Coldfeed Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | William | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0522-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Little Rock, Granite Construction | 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) | 91-19-0008, 91-36-0053 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 3566 | A detailed description of where the material sample was collected | Belt Cut at Granite Littlerock |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-27-8
DIME Test ID: 2020-08-27-8-10
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-09-08
Test Results
What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain/Dominic Montemayor
Date of test: 09/03/2020
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 79 %
Cumulative percent passing the 3/8 in. sieve: 69 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 34 %
Cumulative percent passing the #16 sieve: 25 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation w/Correlation Factors Applied
Test was verified on 9/8/2020 ✔