Summary for Test 2019-05-13-16-9
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 214175 DEA: 030H4804 EFIS: 0315000198 |
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DIST-CO-RTE-PM | 03-SAC-99-0.1/1.6,11.8/21.6 |
Award Date | 08/20/2019 |
Closeout Date | 08/11/2023 |
Work Description | COLD PLANE AC PAVEMENT AND RHMA OVERLAY. |
Location Description | SACRAMENTO COUNTY IN AND NEAR GALT FROM DRY CREEK BRIDGE TO SIMMERHORN ROAD AND IN ELK GROVE AND SACRAMENTO FROM 0.9 MILE SOUTH OF ELK GROVE BOULEVARD TO MARTIN LUTHER KING JR BOULEVARD |
QA Service Level | 1 (Verified on 05/29/2019) |
Sample Information
Sample Taken Date | 05/13/2019 | Sample Unique Key | 16 |
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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 | 05/14/2020 |
Sample type | Verification | A brief description of the sample | 3/4" HMA - A |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J. | Last name of sampler or witnessed by | Kort (WITNESS) |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | JMF20-013 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | George Reed - Clements Plant | 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) | 91-03-0020::JACKSON VALLEY QUARRY |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Hot Drop at the Plant | |
Where the material sample would have been placed if not sampled | 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: 2019-05-13-16
DIME Test ID: 2019-05-13-16-9
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-01-21
Test Results
What type of gradation is being tested?: HMA 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: D-10 Lab Personnel
Date of test: 05/15/2019
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: 97.7 %
Cumulative percent passing the 1/2 in. sieve: 81.7 %
Cumulative percent passing the 3/8 in. sieve: 71.4 %
Cumulative percent passing the #4 sieve: 48.1 %
Cumulative percent passing the #8 sieve: 35.5 %
Cumulative percent passing the #16 sieve: 24.2 %
Cumulative percent passing the #30 sieve: 15.7 %
Cumulative percent passing the #50 sieve: 9.3 %
Cumulative percent passing the #100 sieve: 5.7 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-013. Test date is an estimate, based on a completed CEM-3513 form from D-10.
Test was verified on 1/21/2021 ✔