Owner Lab
- CT D02 - North Region Materials Lab
DIME Sample ID 2019-04-25-14
Sample is locked from editing. info
Project Information
Project Identifiers | Project ID: 210808 DEA: 020E0904 EFIS: 0200000016 |
DIST-CO-RTE-PM | 02-SHA-5-R29.3/R31.1,R45.0/R45.8 |
Award Date | 02/03/2016 |
Closeout Date | 10/21/2020 |
Work Description | REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT |
Location Description | IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE. |
QA Service Level | 1 (Verified on 09/23/2015) |
Sample Information
Sample Taken Date | 04/25/2019 |
Sample Unique Key | 14 |
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 | 04/25/2019 |
Sample type | Verification |
A brief description of the sample | 3/4-inch Type A Untreated Virgin Aggregate |
The quantity of what the sample constitutes | JMF Verification |
From where was the sample collected | Source |
First name of sampler or witnessed by | Josh |
Last name of sampler or witnessed by | Williams |
Title of sampler | Consultant |
Telephone number of sampler | |
Laboratory sample identification | D77853F |
Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shasta Ranch Aggregates |
Transportation Laboratory (TL) Number | 001903 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | |
Structure unique identifier | |
Structure name | |
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Material Information
Material Type | Aggregate |
Source Identification (SMARA or name of Pit) | 91-45-0057::SHASTA RANCH AGGREGATES |
The fabricator's/manufacturer's product name for the sample | Unknown |
The fabricator/manufacturer designation for the sample | L190276 |
The plant number | Unknown |
A detailed description of where the material sample was collected | Lab-Batched from Sized Untreated Aggregate Stockpiles |
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 19-09-S1 |
Lot number | 0 |
Sublot number | 0 |
JMF Verification ID | JMF3513-2019-63, JMF3513-2019-68, JMF3513-2020-193 |
Submitted Tests
DIME Test ID | Test Method | Tester Name | Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
2019-04-25-14-1 | CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index) | Dennis Hickey | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-2 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Colt Sweeny | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-3 | AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity) | Arthur Mills | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-4 | AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity) | Dennis Hickey | CT D02 - North Region Materials Lab | 05/29/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-5 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Colt Sweeny | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-6 | AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness) | HQ Agg | CT D02 - North Region Materials Lab | 05/15/2019 | Ward Jenkins | Yes | 06/21/2019 | | |
2019-04-25-14-7 | THIS TEST HAS BEEN SUPERSEDED. AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Colt Sweeny | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | THIS TEST HAS BEEN SUPERSEDED. | |
2019-04-25-14-8 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Arthur Mills | CT D02 - North Region Materials Lab | 05/29/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-9 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Arthur Mills | CT D02 - North Region Materials Lab | 05/29/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
2019-04-25-14-10 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Dennis Hickey | CT D02 - North Region Materials Lab | 05/28/2019 | Ward Jenkins | Yes | 05/29/2019 | | |
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