Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-05-02-76
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/02/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2025
The quantity of what the sample constitutes: Bags of Agg
A brief description of the sample: 3/4" Virgin Agg
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River- Hallwood
Source Identification (SMARA, name of Pit or Job Site): 91-58-0002
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: 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:
DIME Test ID: 2025-05-02-76-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/30/2025
Date Tested: 05/12/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
91 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
96 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
96 %
|
DIME Test ID: 2025-05-02-76-2
Test Method: 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)
Verified Date: 05/30/2025
Date Tested: 05/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
no data
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
|
18 %
|
DIME Test ID: 2025-05-02-76-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 05/30/2025
Date Tested: 05/13/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-05-02-76-4
Test Method: 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)
Verified Date: 05/30/2025
Date Tested: 05/13/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
|
2 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
no data
|
DIME Test ID: 2025-05-02-76-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/30/2025
Date Tested: 05/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.751
|
|
Absorption
|
1 %
|
DIME Test ID: 2025-05-02-76-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/30/2025
Date Tested: 05/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: Submitted from JMF - Julian Gonzales
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.654
|
|
Bulk specific gravity (SSD Basis)
|
2.713
|
|
Apparent specific gravity
|
2.820
|
|
Absorption
|
2.2 %
|