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Sample Record for 2021-06-30-48

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: 2021-06-30-48
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (916) 227-7204
Type of Sample: Informational
Type of Material: Aggregate
Sample Taken Date: 06/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/25/2021
The quantity of what the sample constitutes: 6 bags
A brief description of the sample: 3/4" (Drum Plant)
From where was the sample collected: Manufacturer
Laboratory sample identification: 21-JMF-0186
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Vernalis

Material Information

Source Identification (SMARA or name of Pit): 91-39-0002::VERNALIS
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: Belt Cut
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

Test 1 of 4

DIME Test ID: 2021-06-30-48-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/29/2021
Date Tested: 10/25/2021
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sac
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Has the fine aggregate sample been reduced? No
Total mass of material in the sample 2776.6 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 569.4 grams
Cumulative mass retained on the 3/8 in. sieve 1940.9 grams
Cumulative mass retained on the #4 sieve 2754.9 grams
Cumulative mass retained on the #8 sieve 0 grams
Cumulative mass retained on the #16 sieve 0 grams
Cumulative mass retained on the #30 sieve 0 grams
Cumulative mass retained on the #50 sieve 0 grams
Cumulative mass retained on the #100 sieve 0 grams
Cumulative mass retained on the #200 sieve 0 grams
Cumulative mass retained on the pan no data
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 79.5 %
Cumulative percent passing the 3/8 in. sieve 30.1 %
Cumulative percent passing the #4 sieve 0.8 %
Cumulative percent passing the #8 sieve 0.8 %
Cumulative percent passing the #16 sieve 0.8 %
Cumulative percent passing the #30 sieve 0.8 %
Cumulative percent passing the #50 sieve 0.8 %
Cumulative percent passing the #100 sieve 0.8 %
Cumulative percent passing the #200 sieve 0.8 %

Test 2 of 4

DIME Test ID: 2021-06-30-48-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/29/2021
Date Tested: 10/27/2021
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sac
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
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
Percentage of questionable, coarse, 2 faced particles tested 3 %
Percentage of questionable, coarse, 1 faced particles tested 3 %
Percentage of fractured, coarse, 2 faced particles tested 96 %
Percentage of fractured, coarse, 1 faced particles tested 98 %

Test 3 of 4

DIME Test ID: 2021-06-30-48-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/29/2021
Date Tested: 10/26/2021
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sac
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.644
Absorption 1 %

Test 4 of 4

DIME Test ID: 2021-06-30-48-4
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: 10/29/2021
Date Tested: 10/29/2021
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sac
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
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 0 %
Weighted percentage of particles (by mass) that were not flat and elongated 100 %