Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-03-13-17
TL Number from the TL Form: D5
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: 03/13/2019
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: Bags of RAP
From where was the sample collected: Other
Laboratory sample identification: 19-J-015
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Paso Robles
RAP Source: Papich Paso Robles
Aggregate Size: 1/2
Aggregate Source: Avenal
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2019-03-13-17-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 04/22/2019
Date Tested: 04/03/2019
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: not applicable
Additional Comments When Verified:
|
Total mass of material in the sample
|
1913.3 grams
|
|
Cumulative mass retained on the 2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
18.8 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
116.9 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
no data
|
|
Cumulative mass retained on the #4 sieve
|
453 grams
|
|
Cumulative mass retained on the #8 sieve
|
724.7 grams
|
|
Cumulative mass retained on the #16 sieve
|
1085.8 grams
|
|
Cumulative mass retained on the #30 sieve
|
1332.7 grams
|
|
Cumulative mass retained on the #50 sieve
|
1530.7 grams
|
|
Cumulative mass retained on the #100 sieve
|
1670.2 grams
|
|
Cumulative mass retained on the #200 sieve
|
1760 grams
|
|
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
|
99 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
93.9 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
no data
|
|
Cumulative percent passing the #4 sieve
|
76.3 %
|
|
Cumulative percent passing the #8 sieve
|
62.1 %
|
|
Cumulative percent passing the #16 sieve
|
43.2 %
|
|
Cumulative percent passing the #30 sieve
|
30.3 %
|
|
Cumulative percent passing the #50 sieve
|
20 %
|
|
Cumulative percent passing the #100 sieve
|
12.7 %
|
|
Cumulative percent passing the #200 sieve
|
8.01 %
|
DIME Test ID: 2019-03-13-17-2
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: 04/22/2019
Date Tested: 02/28/2019
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: not applicable
Additional Comments When Verified:
|
Number of tests
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3
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.424
|
|
Specific Gravity for Sample 2
|
2.412
|
|
Specific Gravity for Sample 3
|
2.419
|
|
Average Specific Gravity
|
2.418
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-03-13-17-3
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: 04/22/2019
Date Tested: 02/28/2019
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: not applicable
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
no data
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|
Corrected Asphalt Binder Content
|
7.93 %
|
|
Mass Loss
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no data
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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
|
|
Test Temperature
|
no data
|
