Print Report | Back to Sample Detail

Sample Record for 2019-10-29-30

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

Project Information

Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-R39.2/R48.3
Work Description: COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION.
Location Description: HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: PO BOX 1006, EUREKA CA 95502
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-10-29-30
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Sample Organization Contact: 559-292-2188
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 10/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 10/29/2019
The quantity of what the sample constitutes: JMF
A brief description of the sample: Coldfeed
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser B

Material Information

Source Identification (SMARA or name of Pit): 91-12-0002::SANDY PRAIRIE
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: Cold Feed
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 7

DIME Test ID: 2019-10-29-30-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
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 95.1 %
Percentage of fractured, coarse, 1 faced particles tested 97.3 %
Percentage of fractured, fine, 1 faced particles tested 98 %

Test 2 of 7

DIME Test ID: 2019-10-29-30-2
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: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 31 %

Test 3 of 7

DIME Test ID: 2019-10-29-30-3
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: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 57

Test 4 of 7

DIME Test ID: 2019-10-29-30-4
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.603
Average uncompacted voids 45.3 %

Test 5 of 7

DIME Test ID: 2019-10-29-30-5
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: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
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 1.6 %
Weighted percentage of particles (by mass) that were not flat and elongated 98.4 %

Test 6 of 7

DIME Test ID: 2019-10-29-30-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.628
Absorption 1.5 %

Test 7 of 7

DIME Test ID: 2019-10-29-30-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email:
Organization Phone: 559-292-2188
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity 2.603
Bulk specific gravity (SSD Basis) 2.644
Apparent specific gravity 2.715
Absorption 1.6 %

Tests Assigned to this Sample

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