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Sample Record for 2020-04-24-25

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Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-24-25
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2020
The quantity of what the sample constitutes: Multiple pounds of combined agg
A brief description of the sample: Combined agg for agg properties
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch

Material Information

Source Identification (SMARA or name of Pit): 91-27-0028
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: Pulled from hot bins
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:

Test Results

Test 1 of 8

DIME Test ID: 2020-04-24-25-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/05/2021
Date Tested: 04/24/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 99 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 2 of 8

DIME Test ID: 2020-04-24-25-2
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: 04/05/2021
Date Tested: 04/24/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 9.8 %
Percent loss after 500 revolutions 36.4 %

Test 3 of 8

DIME Test ID: 2020-04-24-25-3
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: 04/05/2021
Date Tested: 03/20/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 76

Test 4 of 8

DIME Test ID: 2020-04-24-25-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/05/2021
Date Tested: 03/27/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method C
Bulk dry specific gravity 2.596
Average uncompacted voids 45.6 %

Test 5 of 8

DIME Test ID: 2020-04-24-25-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/05/2021
Date Tested: 03/20/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.555
Absorption 1.9 %

Test 6 of 8

DIME Test ID: 2020-04-24-25-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/05/2021
Date Tested: 03/20/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.586
Bulk specific gravity (SSD Basis) 2.621
Apparent specific gravity 2.679
Absorption 1.3 %

Test 7 of 8

DIME Test ID: 2020-04-24-25-7
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: 04/05/2021
Date Tested: 03/20/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat 0 %
Weighted percentage of particles (by mass) that were elongated 0 %
Weighted percentage of particles (by mass) that were both flat and elongated 0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 100 %

Test 8 of 8

DIME Test ID: 2020-04-24-25-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 04/05/2021
Date Tested: 03/20/2020
Submitted By Organization: Granite Construction - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: ryan.gibbs@gcinc.com
Organization Phone: (408) 327-7023
General Comments for this Test: Arbitrary numbers filled; aggregate in mix is Nonplastic
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI) 1
Liquid Limit (LL) 1 %
Plastic Limit (PL) 1 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.