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Sample Record for 2020-01-01-4


Project Information

Project ID: 213943 DEA: 051G5704 EFIS: 0515000049 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-58-0.7/1.9
Work Description: COLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS.
Location Description: SAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET
Contractor Name: GRANITE CONSTRUCTION COMPANY Contractor Address: 5335 Debbie Road
Resident Engineer: Hassan Iman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-01-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 01/01/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 0
A brief description of the sample: Virgin Aggregate
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-40-0013
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: Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 10

DIME Test ID: 2020-01-01-4-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/16/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments: practice
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 1 Faced
Weighted average percentage of fractured, coarse, 1 faced particles 99 %

Test Results

Test 2 of 10

DIME Test ID: 2020-01-01-4-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/16/2020
Date Tested: 01/01/2020
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
Weighted average percentage of fractured, coarse, 2 faced particles 98 %

Test Results

Test 3 of 10

DIME Test ID: 2020-01-01-4-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
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 Fine 1 Faced
Percentage of fractured, fine, 1 faced particles tested 98 %

Test Results

Test 4 of 10

DIME Test ID: 2020-01-01-4-4
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: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments: practice
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 9 %
Percent loss after 500 revolutions 37 %

Test Results

Test 5 of 10

DIME Test ID: 2020-01-01-4-5
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: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments: practice
Additional Comments When Verified:
Sand Equivalent 72

Test Results

Test 6 of 10

DIME Test ID: 2020-01-01-4-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.49
Average uncompacted voids 45 %

Test Results

Test 7 of 10

DIME Test ID: 2020-01-01-4-7
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: 01/17/2020
Date Tested: 01/01/2020
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 1:5
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 0 %

Test Results

Test 8 of 10

DIME Test ID: 2020-01-01-4-8
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) 0 %
Plastic Limit (PL) 0 %

Test Results

Test 9 of 10

DIME Test ID: 2020-01-01-4-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
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 2.535
Absorption 1.4 %

Test Results

Test 10 of 10

DIME Test ID: 2020-01-01-4-10
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 01/17/2020
Date Tested: 01/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St
Test General Comments:
Additional Comments When Verified:
Bulk specific gravity 2.490
Bulk specific gravity (SSD Basis) 2.540
Apparent specific gravity 2.622
Absorption 2 %