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Sample Record for 2022-07-08-58

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: 2022-07-08-58
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: 07/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2022
The quantity of what the sample constitutes: 6 Bags
A brief description of the sample: Aggregate
From where was the sample collected: Source
Laboratory sample identification: 22-JMFPP-0097
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-34-0060
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: Coldfeed
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 on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-07-08-58-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/26/2022
Date Tested: 07/18/2022
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: 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
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 95.6 %
Cumulative percent passing the 1/2 in. sieve 81.4 %
Cumulative percent passing the 3/8 in. sieve 63.2 %
Cumulative percent passing the #4 sieve 32.6 %
Cumulative percent passing the #8 sieve 20.3 %
Cumulative percent passing the #16 sieve 14.1 %
Cumulative percent passing the #30 sieve 9.7 %
Cumulative percent passing the #50 sieve 5.9 %
Cumulative percent passing the #100 sieve 3.5 %
Cumulative percent passing the #200 sieve 2.13 %

Test 2 of 4

DIME Test ID: 2022-07-08-58-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/26/2022
Date Tested: 07/20/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
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 2.686
Bulk specific gravity (SSD Basis) 2.723
Apparent specific gravity 2.790
Absorption 1.4 %

Test 3 of 4

DIME Test ID: 2022-07-08-58-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/26/2022
Date Tested: 07/20/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
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 2.755
Absorption 0.8 %

Test 4 of 4

DIME Test ID: 2022-07-08-58-4
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: 07/26/2022
Date Tested: 07/19/2022
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: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 84

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2022-07-08-58-5AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)07/15/2022Not scheduledGlenn BradleyCT HQ - Sacramento Aggregate Testing Laboratory
2022-07-08-58-6AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)07/15/2022Not scheduledGlenn BradleyCT HQ - Sacramento Aggregate Testing LaboratoryCrushed 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.
2022-07-08-58-7ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)07/15/2022Not scheduledGlenn BradleyCT HQ - Sacramento Aggregate Testing Laboratory% by mass at 5:1