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

Sample Record for 2020-06-02-19


Project Information

Project ID: 213942 DEA: 051F7004 EFIS: 0514000055 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-73.1/87.3
Work Description: REPLACE CONCRETE PANEL AND RESURFACE HMA PAVEMENT.
Location Description: MONTEREY COUNTY NEAR CHUALAR FROM 0.5 MILE NORTH OF NORTH GONZALES OVERCROSSING TO EAST MARKET STREET UNDERCROSSING
Contractor Name: Granite Rock Company Contractor Address: 5225 Hellyer Avenue Suite 220
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-02-19
TL Number from the TL Form:
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: 06/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: Bags of Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): SMARA No. 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: 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: 2020-06-02-19-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/18/2020
Date Tested: 06/03/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
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
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 99.9 %
Cumulative percent passing the 3/4 in. sieve 96.5 %
Cumulative percent passing the 1/2 in. sieve 83.6 %
Cumulative percent passing the 3/8 in. sieve 72.9 %
Cumulative percent passing the #4 sieve 37.5 %
Cumulative percent passing the #8 sieve 12.2 %
Cumulative percent passing the #16 sieve 8.9 %
Cumulative percent passing the #30 sieve 7 %
Cumulative percent passing the #50 sieve 5 %
Cumulative percent passing the #100 sieve 3.4 %
Cumulative percent passing the #200 sieve 2.3 %

Test Results

Test 2 of 7

DIME Test ID: 2020-06-02-19-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/18/2020
Date Tested: 06/15/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 98 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test Results

Test 3 of 7

DIME Test ID: 2020-06-02-19-3
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: 06/18/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Grading designation B
Percent loss after 100 revolutions 8 %
Percent loss after 500 revolutions 33 %

Test Results

Test 4 of 7

DIME Test ID: 2020-06-02-19-4
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: 06/18/2020
Date Tested: 06/03/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Sand Equivalent 72

Test Results

Test 5 of 7

DIME Test ID: 2020-06-02-19-5
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: 06/18/2020
Date Tested: 06/17/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Method A
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat 0 %
Weighted percentage of particles (by mass) that were elongated 0 %
Weighted percentage of particles (by mass) that were both flat and elongated 0 %
Weighted percentage of particles (by mass) that were neither flat nor elongated 100 %

Test Results

Test 6 of 7

DIME Test ID: 2020-06-02-19-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/18/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.78
Absorption 1.1 %

Test Results

Test 7 of 7

DIME Test ID: 2020-06-02-19-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/18/2020
Date Tested: 06/16/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.689
Bulk specific gravity (SSD Basis) 2.737
Apparent specific gravity 2.825
Absorption 1.8 %