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Sample Record for 2022-06-13-87

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

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

Sample Information

DIME Sample ID: 2022-06-13-87
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Tracy
Sample Organization Contact: (209) 234-3571
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2022
The quantity of what the sample constitutes: 13
A brief description of the sample: COLDFEED
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vernalis Aggregate Source

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-39-0002
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: Tunnel Pile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 8

DIME Test ID: 2022-06-13-87-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
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 100 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 2 of 8

DIME Test ID: 2022-06-13-87-2
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: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Grading designation no data
Percent loss after 100 revolutions 4 %
Percent loss after 500 revolutions 22 %

Test 3 of 8

DIME Test ID: 2022-06-13-87-3
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: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 73

Test 4 of 8

DIME Test ID: 2022-06-13-87-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity no data
Average uncompacted voids 46 %

Test 5 of 8

DIME Test ID: 2022-06-13-87-5
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: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
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 0 %
Weighted percentage of particles (by mass) that were not flat and elongated no data

Test 6 of 8

DIME Test ID: 2022-06-13-87-6
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Oops.. looks like no test results have been submitted for the test.

Test 7 of 8

DIME Test ID: 2022-06-13-87-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.627
Absorption 1 %

Test 8 of 8

DIME Test ID: 2022-06-13-87-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 11/03/2022
Date Tested: 11/02/2022
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test: Submitted from JMF - Chris Escobar
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.607
Bulk specific gravity (SSD Basis) 2.651
Apparent specific gravity 2.727
Absorption 1.7 %