Summary for Test 2022-06-01-12-10
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
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DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
Award Date | 11/19/2021 |
Closeout Date | 08/29/2024 |
Work Description | CONSTRUCT 4' MEDIAN |
Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 06/01/2022 | Sample Unique Key | 12 |
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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 | 06/02/2022 |
Sample type | Verification | A brief description of the sample | 10K M.S. 3/4" HMA-A-SP-r25 1.0% LSM |
The quantity of what the sample constitutes | 2 Bags Coldfeed ,10 Bags Virgin Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jonathan | Last name of sampler or witnessed by | Eligio |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0325A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction - Big Rock | 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 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 1544 | 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 | 1 | |
Sublot number | 19 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-01-12
DIME Test ID: 2022-06-01-12-10
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: 2022-07-13
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/David Padilla
Date of test: 06/07/2022
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: 81 %
Cumulative percent passing the 3/8 in. sieve: 73 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 22 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters): Combined L.T. Aggregate Gradation W/ Rap Gradation Correlation Factors
Test was verified on 7/13/2022 ✔