Sample Record for 2020-11-24-27
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: 2020-11-24-27
TL Number from the TL Form: 911412
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2020
The quantity of what the sample constitutes: 2 bags RAP 1 bag mineral filler 3 bags for each bin 1-4
A brief description of the sample: 3/4" Aggregate for JMF Verification
From where was the sample collected: Source
Laboratory sample identification: 20-JMFPP-0228
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Industries
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-48-0002::LAKE HERMAN QUARRY
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: Batch plant bins
The plant number:
A detailed description of where the material sample was collected: Cold feeds
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 6
DIME Test ID: 2020-11-24-27-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 01/08/2021.
Reason: retested
Test 2 of 6
DIME Test ID: 2020-11-24-27-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/07/2021
Date Tested: 01/07/2021
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.597
|
Absorption
|
3.2 %
|
Test 3 of 6
DIME Test ID: 2020-11-24-27-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/07/2021
Date Tested: 01/07/2021
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.504
|
Bulk specific gravity (SSD Basis)
|
2.622
|
Apparent specific gravity
|
2.838
|
Absorption
|
4.7 %
|
Test 4 of 6
DIME Test ID: 2020-11-24-27-8
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: 01/07/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 6
DIME Test ID: 2020-11-24-27-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,RSP #1
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
This test has been superseded on 01/08/2021.
Reason: retested
Test 6 of 6
DIME Test ID: 2020-11-24-27-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 01/08/2021
Date Tested: 01/06/2021
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: Combined Gradation from 4 bins. Bin 1 @ 30%, Bin 2 @ 18%, Bin 3 @ 18% and Bin 4 @ 17%. And 2% Mineral Filler
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
98 %
|
Cumulative percent passing the 1/2 in. sieve
|
79 %
|
Cumulative percent passing the 3/8 in. sieve
|
69 %
|
Cumulative percent passing the #4 sieve
|
47 %
|
Cumulative percent passing the #8 sieve
|
32 %
|
Cumulative percent passing the #16 sieve
|
20 %
|
Cumulative percent passing the #30 sieve
|
15 %
|
Cumulative percent passing the #50 sieve
|
10 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
5 %
|
Tests Assigned to this Sample
DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
2020-11-24-27-2 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | 01/06/2021 | 01/06/2021 | Clinton Edmiston | CT D01 - District 1 Materials Laboratory | Crushed particles, coarse aggregate
One fractured face and Two fractured faces (%, min)
Crushed particles, fine aggregate
(Passing No. 4 and retained on
No. 8 sieve) One fractured face (%, min) | |
2020-11-24-27-4 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | 01/06/2021 | Not scheduled | Clinton Edmiston | CT D01 - District 1 Materials Laboratory | | |
2020-11-24-27-5 | 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) | 01/06/2021 | Not scheduled | Clinton Edmiston | CT D01 - District 1 Materials Laboratory | Flat and elongated particles
(% by mass at 5:1) | |
360023600436005