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: 2019-10-04-15
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7023
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 10/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2019
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: aggregate
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Pleasanton
Source Identification (SMARA, name of Pit or Job Site): 91-01-0009
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: 2019-10-04-15-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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 type of gradation is being tested?
|
Fine Aggregate
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
98 %
|
Cumulative percent passing the #8 sieve
|
59 %
|
Cumulative percent passing the #16 sieve
|
37 %
|
Cumulative percent passing the #30 sieve
|
24 %
|
Cumulative percent passing the #50 sieve
|
13 %
|
Cumulative percent passing the #100 sieve
|
6 %
|
Cumulative percent passing the #200 sieve
|
4.1 %
|
DIME Test ID: 2019-10-04-15-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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 type of gradation is being tested?
|
Fine Aggregate
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
83 %
|
Cumulative percent passing the #8 sieve
|
16 %
|
Cumulative percent passing the #16 sieve
|
6 %
|
Cumulative percent passing the #30 sieve
|
3 %
|
Cumulative percent passing the #50 sieve
|
3 %
|
Cumulative percent passing the #100 sieve
|
2 %
|
Cumulative percent passing the #200 sieve
|
1.1 %
|
DIME Test ID: 2019-10-04-15-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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 type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
95 %
|
Cumulative percent passing the #4 sieve
|
21 %
|
Cumulative percent passing the #8 sieve
|
7 %
|
Cumulative percent passing the #16 sieve
|
2 %
|
Cumulative percent passing the #30 sieve
|
2 %
|
Cumulative percent passing the #50 sieve
|
1 %
|
Cumulative percent passing the #100 sieve
|
1 %
|
Cumulative percent passing the #200 sieve
|
0.7 %
|
DIME Test ID: 2019-10-04-15-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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 type of gradation is being tested?
|
Combined Gradation
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
67 %
|
Cumulative percent passing the 3/8 in. sieve
|
14 %
|
Cumulative percent passing the #4 sieve
|
3 %
|
Cumulative percent passing the #8 sieve
|
2 %
|
Cumulative percent passing the #16 sieve
|
1 %
|
Cumulative percent passing the #30 sieve
|
1 %
|
Cumulative percent passing the #50 sieve
|
1 %
|
Cumulative percent passing the #100 sieve
|
1 %
|
Cumulative percent passing the #200 sieve
|
0.4 %
|
DIME Test ID: 2019-10-04-15-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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
|
97 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
99 %
|
Percentage of fractured, fine, 1 faced particles tested
|
97 %
|
DIME Test ID: 2019-10-04-15-6
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: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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
|
B
|
Percent loss after 100 revolutions
|
6 %
|
Percent loss after 500 revolutions
|
26 %
|
DIME Test ID: 2019-10-04-15-7
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: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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:
DIME Test ID: 2019-10-04-15-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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:
Plastic Index(PI)
|
0
|
Liquid Limit (LL)
|
0 %
|
Plastic Limit (PL)
|
0 %
|
DIME Test ID: 2019-10-04-15-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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
|
2.662
|
Absorption
|
1 %
|
DIME Test ID: 2019-10-04-15-10
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/08/2021
Date Tested: 10/04/2019
Submitted By Organization: Granite Construction Company - 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
|
2.630
|
Bulk specific gravity (SSD Basis)
|
2.667
|
Apparent specific gravity
|
2.729
|
Absorption
|
1.4 %
|