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Sample Record for 2020-02-14-22

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: 2020-02-14-22
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: Reclaimed Asphalt Pavement
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: 4 Bags
A brief description of the sample: Combined RAP
From where was the sample collected: Source
Laboratory sample identification: 986120712
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey Hot Plant

Material Information

RAP Source: Garey Hot Plant
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile: Static
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2020-02-14-22-1
Test Method: AASHTO T164-14: Standard Method of Test for Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) (Asphalt Binder Content)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 East 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:
Test Result Compliance:
Additional Comments When Verified:
Corrected Asphalt Binder Content 5.73 %

Test 2 of 3

DIME Test ID: 2020-02-14-22-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 East 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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.386
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2020-02-14-22-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/03/2020
Date Tested: 02/14/2020
Submitted By Organization: CalPortland
Organization Address: 1625 East 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:
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 94 %
Cumulative percent passing the #4 sieve 59 %
Cumulative percent passing the #8 sieve 39 %
Cumulative percent passing the #16 sieve 29 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 9 %
Cumulative percent passing the #200 sieve 5.0 %