Summary for Test 2021-04-28-2-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
---|---|
DIST-CO-RTE-PM | 09-KER-14-R4.7/R12.6 |
Award Date | Not set |
Closeout Date | 01/23/2023 |
Work Description | CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA. |
Location Description | KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 11/06/2020) |
Sample Information
Sample Taken Date | 04/28/2021 | Sample Unique Key | 2 |
---|---|---|---|
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 | 04/29/2021 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.8% Lime |
The quantity of what the sample constitutes | 2 Bags Virgin Agg., 1 Bag Coldfeed Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Willam | Last name of sampler or witnessed by | Lucas |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0245A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Co Bigrock | 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, 91-19-0046 |
---|---|---|---|
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 | 13554 | A detailed description of where the material sample was collected | Belt Cut at Granite-Bigrock |
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: 2021-04-28-2
DIME Test ID: 2021-04-28-2-10
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: 2021-05-04
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/Juan Leroy
Date of test: 05/02/2021
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: 82 %
Cumulative percent passing the 3/8 in. sieve: 71 %
Cumulative percent passing the #4 sieve: 51 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.3 %
General comments (publicly viewable) (Max 1000 characters): Combined RAP/Lime Treated Aggregate Gradation W/Correlation Factors Applied
Test was verified on 5/4/2021 ✔