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: 2019-01-04-63
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 01/04/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/04/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification: TEM34SPLA
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Avenal
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006::AVENAL AGGREGATES
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample: JMF virgin aggreate
The plant number: 1
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: 2019-01-04-63-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-335
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 Faced
|
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
99 %
|
DIME Test ID: 2019-01-04-63-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-335 Coarse 2 face fractured
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
97 %
|
DIME Test ID: 2019-01-04-63-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-335 Fine 1 face fractured
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Fine 1 Faced
|
|
Percentage of fractured, fine, 1 faced particles tested
|
97 %
|
DIME Test ID: 2019-01-04-63-4
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: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-96
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
A
|
|
Percent loss after 100 revolutions
|
5 %
|
|
Percent loss after 500 revolutions
|
21 %
|
DIME Test ID: 2019-01-04-63-5
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: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-176
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2019-01-04-63-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-304
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.508
|
|
Average uncompacted voids
|
46 %
|
DIME Test ID: 2019-01-04-63-7
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: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality ASTM D 4791
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
A
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
1:5
|
|
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
|
0.0 %
|
|
Weighted percentage of particles (by mass) that were neither flat nor elongated
|
100 %
|
DIME Test ID: 2019-01-04-63-8
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-85 Bulk Specific Gravity Coarse Agg.
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.587
|
|
Absorption
|
1.7 %
|
DIME Test ID: 2019-01-04-63-9
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/12/2019
Date Tested: 01/04/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Aggregate Quality T-84 Bulk, SSD & Apparent Specific Gravity fine Agg.
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.508
|
|
Bulk specific gravity (SSD Basis)
|
2.580
|
|
Apparent specific gravity
|
2.703
|
|
Absorption
|
2.9 %
|
