Summary for Test 2020-05-04-18-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213884 DEA: 051F1004 EFIS: 0513000057 Permit Numbers: 0519NOP0704 0520NDP0091 |
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DIST-CO-RTE-PM | 05---82.18/-1 |
Award Date | 01/07/2020 |
Closeout Date | 08/17/2022 |
Work Description | Re-align on and off-ramps at NB interchange. Signalize the intersection, revise pavement delineation and markings on Clark Avenue, minor pavement rehabilitation, guardrail replacement and widening at southbound off-ramp.Construct interchange improvements at US Highway 101 and Clark Avenue accordin |
Location Description | US Highway 101, Orcutt unincorporated |
QA Service Level | 1 (Verified on 02/18/2020) |
Sample Information
Sample Taken Date | 05/04/2020 | Sample Unique Key | 18 |
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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 | 05/07/2020 |
Sample type | Verification | A brief description of the sample | Bags of Virgin stockpiles |
The quantity of what the sample constitutes | JMF Virgin Agg | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Sal | Last name of sampler or witnessed by | Lopez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bee Rock and CPC | 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) | 91-42-0014 |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | At the Plant |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-04-18
DIME Test ID: 2020-05-04-18-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-05-13
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: Daniel Gingras
Date of test: 05/08/2020
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: 90 %
Cumulative percent passing the 3/8 in. sieve: 73.2 %
Cumulative percent passing the #4 sieve: 28.3 %
Cumulative percent passing the #8 sieve: 18.5 %
Cumulative percent passing the #16 sieve: 11.6 %
Cumulative percent passing the #30 sieve: 7.8 %
Cumulative percent passing the #50 sieve: 5.3 %
Cumulative percent passing the #100 sieve: 3.4 %
Cumulative percent passing the #200 sieve: 2.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2020 ✔