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Sample Record for 2019-03-25-23

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: 2019-03-25-23
TL Number from the TL Form: HDQTRS Lab
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
The quantity of what the sample constitutes: Dispute Resolution of JMF Verification
A brief description of the sample: Sized Untreated Aggregate (Dispute Resolution of JMF)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction

Material Information

Source Identification (SMARA or name of Pit): 91-10-0006::AVENAL AGGREGATES
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: From the plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 5

DIME Test ID: 2019-03-25-23-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/09/2019
Date Tested: 05/02/2019
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:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
Cumulative mass retained on the 2 in. sieve 0 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 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Total sample mass passing the #4 sieve 1268.9 grams
Cumulative mass retained on the #4 sieve 0 grams
Total mass of material in the sample 0 grams
Cumulative mass retained on the #8 sieve 408 grams
Cumulative mass retained on the #16 sieve 332 grams
Cumulative mass retained on the #30 sieve 195.2 grams
Cumulative mass retained on the #50 sieve 155.5 grams
Cumulative mass retained on the #100 sieve 108.4 grams
Cumulative mass retained on the #200 sieve 43.7 grams
Mass retained on the pan (fine aggregate) 0 grams
Total mass of fine material in the sample 1274.6 grams
Total cumulative mass of coarse aggregate 906.5 grams
Total cumulative mass of fine aggregate 1268.9 grams
Percentage of coarse material 41.7 %
Percentage of fine material 58.3 %
Cumulative percent passing the 2 in. sieve 0 %
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 0 %
Cumulative percent passing the 1/2 in. sieve 0 %
Cumulative percent passing the 3/8 in. sieve 0 %
Cumulative percent passing the #4 sieve 0 %
Cumulative percent passing the #8 sieve 0 %
Cumulative percent passing the #16 sieve 0 %
Cumulative percent passing the #30 sieve 0 %
Cumulative percent passing the #50 sieve 0 %
Cumulative percent passing the #100 sieve 0 %
Cumulative percent passing the #200 sieve 0 %

Test 2 of 5

DIME Test ID: 2019-03-25-23-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
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) Yes
Total mass of material in the sample 2175.4 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 0 grams
Cumulative mass retained on the 3/8 in. sieve 0 grams
Mass retained on the 1/4 in. sieve 0 grams
Cumulative mass retained on the #4 sieve 0 grams
Total sample mass passing the #4 sieve 1268.9 grams
Total mass of fine material in the sample 1268.9 grams
Cumulative mass retained on the #8 sieve 408 grams
Cumulative mass retained on the #16 sieve 740 grams
Cumulative mass retained on the #30 sieve 935.2 grams
Cumulative mass retained on the #50 sieve 1090.7 grams
Cumulative mass retained on the #100 sieve 1199.1 grams
Cumulative mass retained on the #200 sieve 1242.8 grams
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 0 %
Cumulative percent passing the 1/2 in. sieve 0 %
Cumulative percent passing the 3/8 in. sieve 0 %
Cumulative percent passing the 1/4 in. sieve 0 %
Cumulative percent passing the #4 sieve 0 %
Cumulative percent passing the #8 sieve 0 %
Cumulative percent passing the #16 sieve 0 %
Cumulative percent passing the #30 sieve 0 %
Cumulative percent passing the #50 sieve 0 %
Cumulative percent passing the #100 sieve 0 %
Cumulative percent passing the #200 sieve 0 %

Test 3 of 5

DIME Test ID: 2019-03-25-23-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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:
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) Yes
Total mass of material in the sample 2175.4 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 97.2 grams
Cumulative mass retained on the 3/8 in. sieve 385.2 grams
Mass retained on the 1/4 in. sieve 385.2 grams
Cumulative mass retained on the #4 sieve 911.5 grams
Total sample mass passing the #4 sieve 1268.9 grams
Total mass of fine material in the sample 1268.9 grams
Cumulative mass retained on the #8 sieve 408 grams
Cumulative mass retained on the #16 sieve 740 grams
Cumulative mass retained on the #30 sieve 935.2 grams
Cumulative mass retained on the #50 sieve 1090.7 grams
Cumulative mass retained on the #100 sieve 1199.1 grams
Cumulative mass retained on the #200 sieve 1242.8 grams
Cumulative percent passing the 1 1/2 in. sieve 0 %
Cumulative percent passing the 1 in. sieve 0 %
Cumulative percent passing the 3/4 in. sieve 0 %
Cumulative percent passing the 1/2 in. sieve 95.5 %
Cumulative percent passing the 3/8 in. sieve 82.3 %
Cumulative percent passing the 1/4 in. sieve 82.3 %
Cumulative percent passing the #4 sieve 58.1 %
Cumulative percent passing the #8 sieve 39.4 %
Cumulative percent passing the #16 sieve 24.2 %
Cumulative percent passing the #30 sieve 15.3 %
Cumulative percent passing the #50 sieve 8.2 %
Cumulative percent passing the #100 sieve 3.2 %
Cumulative percent passing the #200 sieve 1.2 %

Test 4 of 5

DIME Test ID: 2019-03-25-23-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/09/2019
Date Tested: 05/02/2019
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:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
Cumulative mass retained on the 2 in. sieve 0 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 97.2 grams
Cumulative mass retained on the 3/8 in. sieve 288 grams
Total sample mass passing the #4 sieve 1268.9 grams
Cumulative mass retained on the #4 sieve 521.3 grams
Total mass of material in the sample 2176 grams
Cumulative mass retained on the #8 sieve 408 grams
Cumulative mass retained on the #16 sieve 332 grams
Cumulative mass retained on the #30 sieve 195.2 grams
Cumulative mass retained on the #50 sieve 155.5 grams
Cumulative mass retained on the #100 sieve 108.4 grams
Cumulative mass retained on the #200 sieve 43.7 grams
Mass retained on the pan (fine aggregate) 0 grams
Total mass of fine material in the sample 1274.6 grams
Total cumulative mass of coarse aggregate 906.5 grams
Total cumulative mass of fine aggregate 1268.9 grams
Percentage of coarse material 41.7 %
Percentage of fine material 58.3 %
Cumulative percent passing the 2 in. sieve 100 %
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 96 %
Cumulative percent passing the 3/8 in. sieve 82.3 %
Cumulative percent passing the #4 sieve 58.3 %
Cumulative percent passing the #8 sieve 38.4 %
Cumulative percent passing the #16 sieve 23.1 %
Cumulative percent passing the #30 sieve 14.1 %
Cumulative percent passing the #50 sieve 7 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 0 %

Test 5 of 5

DIME Test ID: 2019-03-25-23-6
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/09/2019
Date Tested: 05/02/2019
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:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
Cumulative mass retained on the 2 in. sieve 0 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 97.2 grams
Cumulative mass retained on the 3/8 in. sieve 288 grams
Total sample mass passing the #4 sieve 1268.9 grams
Cumulative mass retained on the #4 sieve 521.3 grams
Total mass of material in the sample 2176.1 grams
Cumulative mass retained on the #8 sieve 408 grams
Cumulative mass retained on the #16 sieve 332 grams
Cumulative mass retained on the #30 sieve 195.2 grams
Cumulative mass retained on the #50 sieve 155.5 grams
Cumulative mass retained on the #100 sieve 108.4 grams
Cumulative mass retained on the #200 sieve 43.7 grams
Mass retained on the pan (fine aggregate) 26.1 grams
Total mass of fine material in the sample 1274.6 grams
Total cumulative mass of coarse aggregate 906.5 grams
Total cumulative mass of fine aggregate 1268.9 grams
Percentage of coarse material 41.7 %
Percentage of fine material 58.3 %
Cumulative percent passing the 2 in. sieve 100 %
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 96 %
Cumulative percent passing the 3/8 in. sieve 82.3 %
Cumulative percent passing the #4 sieve 58.3 %
Cumulative percent passing the #8 sieve 39.6 %
Cumulative percent passing the #16 sieve 24.3 %
Cumulative percent passing the #30 sieve 15.3 %
Cumulative percent passing the #50 sieve 8.2 %
Cumulative percent passing the #100 sieve 3.2 %
Cumulative percent passing the #200 sieve 1.2 %

Tests Assigned to this Sample

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