Print Report | Back to Sample Detail

Sample Record for 2019-10-29-28

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: 2019-10-29-28
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Incorporated - 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: W Dust
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, name of Pit or Job Site): 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: stockpile
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
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2019-10-29-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/29/2019
Date Tested: 10/29/2019
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
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 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the 1/4 in. sieve 100 %
Cumulative percent passing the #4 sieve 92 %
Cumulative percent passing the #8 sieve 63 %
Cumulative percent passing the #16 sieve 44 %
Cumulative percent passing the #30 sieve 32 %
Cumulative percent passing the #50 sieve 21 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 5.5 %