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Sample Record for 2020-02-14-26

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Project Information

Project ID: 214520 DEA: 051H9804 EFIS: 0517000043 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-78.4/79.0
Work Description: ROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location Description: SANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
Contractor Name: Calportland Construction
Contractor Address: 1625 E DONOVAN RD, SANTA MARIA
Resident Engineer: Lilian (Poh Chu) Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-02-14-26
TL Number from the TL Form:
Sample Submitted By Organization: CalPortland
Sample Organization Contact: (805) 345-3472
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 02/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2020
The quantity of what the sample constitutes: 20 Bags
A brief description of the sample: Virgin Aggregates
From where was the sample collected: Source
Laboratory sample identification: 755727228
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey Hot Plant

Material Information

Source Identification (SMARA or name of Pit): 91-42-0014::SISQUOC MINING OPERATION
The fabricator's/manufacturer's product name for the sample: Cold Feed
The fabricator/manufacturer designation for the sample: Unknown
The plant number: 380L
A detailed description of where the material sample was collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled: Ground
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 6

DIME Test ID: 2020-02-14-26-1
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: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Sand Equivalent 73

Test 2 of 6

DIME Test ID: 2020-02-14-26-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Method 1 - Combined Fracture Determination
Aggregate Size and Fracture Type Coarse 1 and 2 Faced and Fine 1 Faced
Percentage of fractured, coarse, 2 faced particles tested 97 %
Percentage of fractured, coarse, 1 faced particles tested 98 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 3 of 6

DIME Test ID: 2020-02-14-26-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Bulk specific gravity 2.500
Bulk specific gravity (SSD Basis) 2.552
Apparent specific gravity 2.635
Absorption 2.1 %

Test 4 of 6

DIME Test ID: 2020-02-14-26-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.505
Absorption 2.4 %

Test 5 of 6

DIME Test ID: 2020-02-14-26-5
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: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 29 %

Test 6 of 6

DIME Test ID: 2020-02-14-26-6
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: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 E. Donovan Road,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93454
Organization Email: pimhoff@calportland.com
Organization Phone: (805) 345-3472
General Comments for this Test:
Additional Comments When Verified:
Method B
Determination By Mass
Dimensional ratio used 5:1
Weighted percentage of particles (by mass) that were flat and elongated 1 %
Weighted percentage of particles (by mass) that were not flat and elongated 99 %

Tests Assigned to this Sample

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