Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2020-01-17-19
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7057
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 01/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/17/2020
The quantity of what the sample constitutes: Multiple bags blended agg
A brief description of the sample: agg for rock quality
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Salinas Asphalt Facility
Source Identification (SMARA, name of Pit or Job Site): 91-27-0028::HANDLEY RANCH QUARRY
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: Sample taken from hot bins
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: 2020-01-17-19-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 Faced
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
DIME Test ID: 2020-01-17-19-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
99 %
|
DIME Test ID: 2020-01-17-19-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Fine 1 Faced
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2020-01-17-19-4
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: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
B
|
Percent loss after 100 revolutions
|
7.1 %
|
Percent loss after 500 revolutions
|
32.1 %
|
DIME Test ID: 2020-01-17-19-5
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: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2020-01-17-19-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.567
|
Average uncompacted voids
|
44.6 %
|
DIME Test ID: 2020-01-17-19-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.54
|
Absorption
|
2.1 %
|
DIME Test ID: 2020-01-17-19-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.587
|
Bulk specific gravity (SSD Basis)
|
2.625
|
Apparent specific gravity
|
2.688
|
Absorption
|
1.5 %
|
DIME Test ID: 2020-01-17-19-9
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: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
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 %
|
DIME Test ID: 2020-01-17-19-10
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/11/2021
Date Tested: 02/14/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test: Arbitrary numbers filled; aggregate in mix is Non Plastic.
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI)
|
1
|
Liquid Limit (LL)
|
1 %
|
Plastic Limit (PL)
|
1 %
|