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Sample Record for 2020-05-19-16

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

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: 2020-05-19-16
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 05/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2020
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: RAP from Lot 1-5
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 20-A-037
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey

Material Information

RAP Source: CalPortland Garey
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2020-05-19-16-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/28/2020
Date Tested: 05/28/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? 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 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 98 %
Cumulative percent passing the 3/8 in. sieve 89 %
Cumulative percent passing the #4 sieve 54 %
Cumulative percent passing the #8 sieve 36 %
Cumulative percent passing the #16 sieve 28 %
Cumulative percent passing the #30 sieve 20 %
Cumulative percent passing the #50 sieve 13 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 4.7 %