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: 2019-03-21-16
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: 03/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2019
The quantity of what the sample constitutes: JMF4 bags
A brief description of the sample: coarse aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Felton, Lexington
Source Identification (SMARA, name of Pit or Job Site): 91-44-0003
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: Stockpile @ Plant
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:
DIME Test ID: 2019-03-21-16-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/29/2021
Date Tested: 03/21/2019
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
|
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
|
99 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2019-03-21-16-2
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: 01/29/2021
Date Tested: 03/21/2019
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
|
A
|
|
Percent loss after 100 revolutions
|
7 %
|
|
Percent loss after 500 revolutions
|
31 %
|
DIME Test ID: 2019-03-21-16-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/29/2021
Date Tested: 03/21/2019
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 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
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2019-03-21-16-4
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: 01/29/2021
Date Tested: 03/21/2019
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: 2019-03-21-16-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/29/2021
Date Tested: 03/21/2019
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
|
2.618
|
|
Absorption
|
0.8 %
|
