Sample Record for 2020-04-20-33
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2020-04-20-33
TL Number from the TL Form:
Sample Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Sample Organization Contact: (559) 793-0903
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2020
The quantity of what the sample constitutes: 4 bags Aggregate
A brief description of the sample: Aggregate Quality
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Rock and Asphalt
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-54-0021::DEER CREEK ASPHALT
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: Conveyor Belt
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:
Test Results
Test 1 of 11
DIME Test ID: 2020-04-20-33-1
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: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 11
DIME Test ID: 2020-04-20-33-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: ahasegawa@jaxonaggregates.com
Organization Phone: (559) 793-0903
This test has been superseded on 10/09/2020.
Reason: corrected
Test 3 of 11
DIME Test ID: 2020-04-20-33-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.859
|
|
Average uncompacted voids
|
46 %
|
Test 4 of 11
DIME Test ID: 2020-04-20-33-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
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
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 5 of 11
DIME Test ID: 2020-04-20-33-6
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: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
A
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
|
17 %
|
Test 6 of 11
DIME Test ID: 2020-04-20-33-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.956
|
|
Absorption
|
0.6 %
|
Test 7 of 11
DIME Test ID: 2020-04-20-33-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.859
|
|
Bulk specific gravity (SSD Basis)
|
2.907
|
|
Apparent specific gravity
|
3.004
|
|
Absorption
|
1.7 %
|
Test 8 of 11
DIME Test ID: 2020-04-20-33-9
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: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
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
|
0 %
|
Test 9 of 11
DIME Test ID: 2020-04-20-33-10
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Plastic Index(PI)
|
NP
|
|
Liquid Limit (LL)
|
0 %
|
|
Plastic Limit (PL)
|
0 %
|
Test 10 of 11
DIME Test ID: 2020-04-20-33-11
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 10/06/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Which test procedure(s) is/are used?
|
Procedure A and Procedure B
|
|
Was strict temperature control maintained?
|
Yes
|
|
What type of water was used?
|
Distilled
|
|
Durability Index (coarse)
|
87
|
|
Durability Index (fine)
|
78
|
Test 11 of 11
DIME Test ID: 2020-04-20-33-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/09/2020
Date Tested: 05/08/2020
Submitted By Organization: Jaxon Enterprises - Deer Creek Rock & Asphalt
Organization Address: 27671 Avenue 120,
Organization City: Porterville
Organization State: CA
Organization Zipcode: 93257
Organization Email: jordanb@jaxonaggregates.com
Organization Phone: (530) 227-0982
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
87 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
39 %
|
|
Cumulative percent passing the #16 sieve
|
26 %
|
|
Cumulative percent passing the #30 sieve
|
16 %
|
|
Cumulative percent passing the #50 sieve
|
10 %
|
|
Cumulative percent passing the #100 sieve
|
6 %
|
|
Cumulative percent passing the #200 sieve
|
4.5 %
|
