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Sample Record for 2020-05-20-36

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 66666 DEA: APP EFIS: 0019000052 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-05-20-36
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: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2020
The quantity of what the sample constitutes: 3 Buckets
A brief description of the sample: HMA - Sand Bin
From where was the sample collected: Source
Laboratory sample identification: 20-0088
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock - AR Wilson Quarry

Material Information

Source Identification (SMARA or name of Pit): 91-35-0012
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: fine
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 5

DIME Test ID: 2020-05-20-36-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/01/2020
Date Tested: 06/15/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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? Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Cumulative mass retained on the 3/8 in. sieve 0 grams
Cumulative mass retained on the #4 sieve 5.4 grams
Cumulative mass retained on the #8 sieve 144.4 grams
Cumulative mass retained on the #16 sieve 310.9 grams
Cumulative mass retained on the #30 sieve 241.8 grams
Cumulative mass retained on the #50 sieve 212.7 grams
Cumulative mass retained on the #100 sieve 117.4 grams
Cumulative mass retained on the #200 sieve 43.4 grams
Cumulative mass retained on the pan 74.5 grams
Total mass of sample tested 1150.5 grams
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 99.5 %
Cumulative percent passing the #8 sieve 87 %
Cumulative percent passing the #16 sieve 60 %
Cumulative percent passing the #30 sieve 38.9 %
Cumulative percent passing the #50 sieve 20.5 %
Cumulative percent passing the #100 sieve 10.2 %
Cumulative percent passing the #200 sieve 6.5 %

Test 2 of 5

DIME Test ID: 2020-05-20-36-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/18/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 3 of 5

DIME Test ID: 2020-05-20-36-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/01/2020
Date Tested: 06/23/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Bulk specific gravity 2.637
Bulk specific gravity (SSD Basis) 2.696
Apparent specific gravity 2.804
Absorption 2.3 %

Test 4 of 5

DIME Test ID: 2020-05-20-36-6
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: 07/01/2020
Date Tested: 06/17/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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 78

Test 5 of 5

DIME Test ID: 2020-05-20-36-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 07/01/2020
Date Tested: 06/18/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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 test method is performed? Method A
Bulk dry specific gravity 2.637
Average uncompacted voids 46.3 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.