Summary for Test 2021-07-09-4-9
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214921 DEA: 09367404 EFIS: 0916000025 |
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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 | 07/09/2021 | Sample Unique Key | 4 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/12/2021 |
Sample type | Verification | A brief description of the sample | JMF 1/2" HMA-A-SP R25 0.8% Dry Lime |
The quantity of what the sample constitutes | 2 Bags Coldfeed Agg., 2 Bags Agg., 2 Bags Rap | 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 | 0402A-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company 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) | 91-19-0046::BIG ROCK CREEK- GRANITE |
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The fabricator's/manufacturer's product name for the sample | 1/2 HMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
The plant number | 1203 | A detailed description of where the material sample was collected | Belt Cut at Granite Construction Company Big Rock |
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: 2021-07-09-4
DIME Test ID: 2021-07-09-4-9
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: 2021-07-19
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
Date of test: 07/15/2021
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 98 %
Cumulative percent passing the #4 sieve: 71 %
Cumulative percent passing the #8 sieve: 50 %
Cumulative percent passing the #16 sieve: 38 %
Cumulative percent passing the #30 sieve: 29 %
Cumulative percent passing the #50 sieve: 21 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 9 %
General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition
Test was verified on 7/19/2021 ✔