Summary for Test 2018-09-11-12-1
Test performed: AASHTO T27-14Project Information
Project Identifiers | Project ID: 213134 DEA: 024F77U4 EFIS: 0217000022 |
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DIST-CO-RTE-PM | 02-MOD-299-23.1/23.6, 24.5/33.5 |
Award Date | 05/08/2018 |
Closeout Date | 09/02/2020 |
Work Description | BRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA |
Location Description | MODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75 |
QA Service Level | 1 (Verified on 04/02/2018) |
Sample Information
Sample Taken Date | 09/11/2018 | 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 | 09/12/2018 |
Sample type | Verification | A brief description of the sample | Combined Virgin Aggregate |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | x | Last name of sampler or witnessed by | x |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | D77631 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Hat Creek - Shaw Pit Facility | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-18-S1 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::SHAW PIT |
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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 | Cold Feed |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | JMF 18-18-S1 | Lot number | Not set |
Sublot number | Not set | Aggregate Mix Number | Not set |
HMA Pay | No |
Test Details
DIME Sample ID: 2018-09-11-12
DIME Test ID: 2018-09-11-12-1
Testing Lab: CT D02 - Redding 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: 2018-09-20
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): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: NRML-R
Date of test: 09/13/2018
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: 98.4 %
Cumulative percent passing the 1/2 in. sieve: 76.3 %
Cumulative percent passing the 3/8 in. sieve: 64.9 %
Cumulative percent passing the 1/4 in. sieve: 52.2 %
Cumulative percent passing the #4 sieve: 43.2 %
Cumulative percent passing the #8 sieve: 26 %
Cumulative percent passing the #16 sieve: 17.1 %
Cumulative percent passing the #30 sieve: 11.8 %
Cumulative percent passing the #50 sieve: 8.7 %
Cumulative percent passing the #100 sieve: 6.8 %
Cumulative percent passing the #200 sieve: 5.29 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/20/2018 ✔