Sample Record for 2020-04-02-17
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: 2020-04-02-17
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: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/03/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: One Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
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
Test 1 of 4
DIME Test ID: 2020-04-02-17-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/20/2020
Date Tested: 04/14/2020
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:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
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1814.7 g
|
Corrected Asphalt Binder Content
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7.87 %
|
Mass Loss
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no data
|
Correction Factor (Percent by mass of HMA Specimen)
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no data
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
|
Test 2 of 4
DIME Test ID: 2020-04-02-17-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/20/2020
Date Tested: 04/15/2020
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 %
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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
|
89.7 %
|
Cumulative percent passing the #4 sieve
|
64.8 %
|
Cumulative percent passing the #8 sieve
|
50.1 %
|
Cumulative percent passing the #16 sieve
|
35 %
|
Cumulative percent passing the #30 sieve
|
28.7 %
|
Cumulative percent passing the #50 sieve
|
20.6 %
|
Cumulative percent passing the #100 sieve
|
13.6 %
|
Cumulative percent passing the #200 sieve
|
7.8 %
|
Test 3 of 4
DIME Test ID: 2020-04-02-17-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
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: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 04/20/2020.
Reason: corrected
Test 4 of 4
DIME Test ID: 2020-04-02-17-4
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: 04/20/2020
Date Tested: 04/16/2020
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:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
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2.391
|
Theoretical maximum density at 25°C (77°F)
|
no data
|