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Sample Record for 2023-01-30-3

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: 2023-01-30-3
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: Verification
Type of Material: Aggregate
Sample Taken Date: 01/30/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/02/2023
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: Aggregate
From where was the sample collected: Source
Laboratory sample identification: 23-JMFPP-0011
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-39-0002
The fabricator's/manufacturer's product name for the sample: 1073
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: HMA 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:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2023-01-30-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: Ryan.Kester@dot.ca.gov
Organization Phone: (915) 296-1892
This test has been superseded on 02/17/2023. The corrected test ID is: 2023-01-30-3-9
Reason: retested

Test 2 of 8

DIME Test ID: 2023-01-30-3-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/15/2023
Date Tested: 02/15/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: Bulk specific gravity (SSD) of fine aggregate - Bulk specific gravity of fine aggregate - Bulk specific gravity of fine aggregate - Apparent specific gravity of supplemental fines - Absorption of fine aggregate.
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.556
Bulk specific gravity (SSD Basis) 2.617
Apparent specific gravity 2.721
Absorption 2.4 %

Test 3 of 8

DIME Test ID: 2023-01-30-3-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/15/2023
Date Tested: 02/15/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: Bulk Specific Gravity (Oven Dry) of Coarse Aggregate-Absorption of Coarse Aggregate.
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.602
Absorption 1.8 %

Test 4 of 8

DIME Test ID: 2023-01-30-3-4
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: 02/17/2023
Date Tested: 02/13/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: At 100 rev and 500 rev.
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Mass of sample on No.12 sieve (after 500 revolutions) 3751 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 25 %

Test 5 of 8

DIME Test ID: 2023-01-30-3-5
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: 02/17/2023
Date Tested: 02/14/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 54

Test 6 of 8

DIME Test ID: 2023-01-30-3-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 02/17/2023
Date Tested: 02/15/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: Crushed particles, coarse aggregate one fractured face Crushed particles, coarse aggregate two fractured faces Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) one fractured face.
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 questionable, coarse, 2 faced particles tested 1 %
Percentage of questionable, coarse, 1 faced particles tested 1 %
Percentage of questionable, fine, 1 faced particles tested no data0 %
Percentage of fractured, coarse, 2 faced particles tested 97 %
Percentage of fractured, coarse, 1 faced particles tested 99 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 7 of 8

DIME Test ID: 2023-01-30-3-8
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: 02/17/2023
Date Tested: 02/16/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: % by mass at 5:1
Test Result Compliance:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %

Test 8 of 8

DIME Test ID: 2023-01-30-3-9
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/17/2023
Date Tested: 02/17/2023
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
The test was superseded from test ID: 2023-01-30-3-1
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 100 %
Cumulative percent passing the 1/2 in. sieve 97 %
Cumulative percent passing the 3/8 in. sieve 88 %
Cumulative percent passing the #4 sieve 63 %
Cumulative percent passing the #8 sieve 39 %
Cumulative percent passing the #16 sieve 24 %
Cumulative percent passing the #30 sieve 16 %
Cumulative percent passing the #50 sieve 10 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.8 %