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Sample Record for 2019-03-13-16

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: 2019-03-13-16
TL Number from the TL Form: D5
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2019
The quantity of what the sample constitutes: 4 bags
A brief description of the sample: Bags of Aggregate
From where was the sample collected: Other
Laboratory sample identification: 19-J-015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Paso Robles

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: Hot Drop at the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 7

DIME Test ID: 2019-03-13-16-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/22/2019
Date Tested: 04/03/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
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 52.3 grams
Cumulative mass retained on the 1/2 in. sieve 1438.5 grams
Cumulative mass retained on the 3/8 in. sieve 1258.4 grams
Total sample mass passing the #4 sieve 3793.3 grams
Cumulative mass retained on the #4 sieve 1695.2 grams
Total mass of material in the sample 8237.7 grams
Cumulative mass retained on the #8 sieve 139.3 grams
Cumulative mass retained on the #16 sieve 255.6 grams
Cumulative mass retained on the #30 sieve 316.3 grams
Cumulative mass retained on the #50 sieve 356.6 grams
Cumulative mass retained on the #100 sieve 386.4 grams
Cumulative mass retained on the #200 sieve 402.9 grams
Mass retained on the pan (fine aggregate) 410 grams
Total mass of fine material in the sample 435.5 grams
Total cumulative mass of coarse aggregate 4444.4 grams
Total cumulative mass of fine aggregate 2267.1 grams
Percentage of coarse material 54 %
Percentage of fine material 46 %
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 99.4 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 66.6 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 43.2 %
Cumulative percent passing the #16 sieve 38 %
Cumulative percent passing the #30 sieve 31.6 %
Cumulative percent passing the #50 sieve 24.3 %
Cumulative percent passing the #100 sieve 16.5 %
Cumulative percent passing the #200 sieve 8.3 %

Test 2 of 7

DIME Test ID: 2019-03-13-16-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/22/2019
Date Tested: 04/03/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.542
Bulk specific gravity (SSD Basis) 2.603
Apparent specific gravity 2.706
Absorption 2.4 %

Test 3 of 7

DIME Test ID: 2019-03-13-16-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/22/2019
Date Tested: 04/03/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.6
Absorption 1.5 %

Test 4 of 7

DIME Test ID: 2019-03-13-16-4
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: 04/22/2019
Date Tested: 04/15/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 71

Test 5 of 7

DIME Test ID: 2019-03-13-16-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/22/2019
Date Tested: 04/15/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 99 %
Weighted average percentage of fractured, coarse, 1 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 97 %

Test 6 of 7

DIME Test ID: 2019-03-13-16-6
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: 04/22/2019
Date Tested: 04/15/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 3831 grams
Percent loss after 100 revolutions 6 %
Percent loss after 500 revolutions 23 %

Test 7 of 7

DIME Test ID: 2019-03-13-16-7
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: 04/22/2019
Date Tested: 04/19/2019
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 1:5
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 %

Tests Assigned to this Sample

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