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: 2021-05-15-2
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: 05/15/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2021
The quantity of what the sample constitutes: 3 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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2021-05-15-2-1
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: 05/15/2021
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 type of gradation is being tested?
|
Fine Aggregate
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
97 %
|
Cumulative percent passing the #8 sieve
|
63 %
|
Cumulative percent passing the #16 sieve
|
39 %
|
Cumulative percent passing the #30 sieve
|
26 %
|
Cumulative percent passing the #50 sieve
|
15 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
3.9 %
|
DIME Test ID: 2021-05-15-2-2
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: 05/15/2021
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 type of gradation is being tested?
|
Fine Aggregate
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
87 %
|
Cumulative percent passing the #8 sieve
|
9 %
|
Cumulative percent passing the #16 sieve
|
2 %
|
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
|
0.5 %
|
DIME Test ID: 2021-05-15-2-3
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: 05/15/2021
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 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
|
92 %
|
Cumulative percent passing the #4 sieve
|
19 %
|
Cumulative percent passing the #8 sieve
|
6 %
|
Cumulative percent passing the #16 sieve
|
3 %
|
Cumulative percent passing the #30 sieve
|
2 %
|
Cumulative percent passing the #50 sieve
|
2 %
|
Cumulative percent passing the #100 sieve
|
1 %
|
Cumulative percent passing the #200 sieve
|
0.9 %
|
DIME Test ID: 2021-05-15-2-4
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: 05/15/2021
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 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
|
85 %
|
Cumulative percent passing the 3/8 in. sieve
|
20 %
|
Cumulative percent passing the #4 sieve
|
3 %
|
Cumulative percent passing the #8 sieve
|
3 %
|
Cumulative percent passing the #16 sieve
|
2 %
|
Cumulative percent passing the #30 sieve
|
2 %
|
Cumulative percent passing the #50 sieve
|
2 %
|
Cumulative percent passing the #100 sieve
|
1 %
|
Cumulative percent passing the #200 sieve
|
0.8 %
|
DIME Test ID: 2021-05-15-2-5
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: 05/15/2021
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 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
|
96 %
|
Cumulative percent passing the 1/2 in. sieve
|
18 %
|
Cumulative percent passing the 3/8 in. sieve
|
5 %
|
Cumulative percent passing the #4 sieve
|
3 %
|
Cumulative percent passing the #8 sieve
|
3 %
|
Cumulative percent passing the #16 sieve
|
3 %
|
Cumulative percent passing the #30 sieve
|
2 %
|
Cumulative percent passing the #50 sieve
|
2 %
|
Cumulative percent passing the #100 sieve
|
2 %
|
Cumulative percent passing the #200 sieve
|
1 %
|
DIME Test ID: 2021-05-15-2-6
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: 07/09/2021
Date Tested: 05/15/2021
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: 2021-05-15-2-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/09/2021
Date Tested: 05/15/2021
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
|
98 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
99 %
|
DIME Test ID: 2021-05-15-2-8
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: 07/09/2021
Date Tested: 05/15/2021
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
|
6 %
|
Percent loss after 500 revolutions
|
24 %
|
DIME Test ID: 2021-05-15-2-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/09/2021
Date Tested: 05/15/2021
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
|
2.582
|
Bulk specific gravity (SSD Basis)
|
2.640
|
Apparent specific gravity
|
2.741
|
Absorption
|
2.2 %
|
DIME Test ID: 2021-05-15-2-10
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/09/2021
Date Tested: 05/15/2021
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
|
2.666
|
Absorption
|
1.3 %
|