Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-1.4/4.8
Work Description: Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location Description: CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Rd, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Bernardo Hernandez
DIME Sample ID: 2020-07-27-30
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: 07/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: 25% Fine Fraction
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Buellton
DIME Test ID: 2020-07-27-30-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/13/2020
Date Tested: 08/11/2020
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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
98.3 %
|
Cumulative percent passing the #4 sieve
|
81.1 %
|
Cumulative percent passing the #8 sieve
|
64.8 %
|
Cumulative percent passing the #16 sieve
|
50.8 %
|
Cumulative percent passing the #30 sieve
|
39.2 %
|
Cumulative percent passing the #50 sieve
|
27.2 %
|
Cumulative percent passing the #100 sieve
|
16.8 %
|
Cumulative percent passing the #200 sieve
|
10.5 %
|
DIME Test ID: 2020-07-27-30-2
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: 08/13/2020
Date Tested: 07/24/2020
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
|
2.426
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-27-30-3
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: 08/13/2020
Date Tested: 07/31/2020
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
|
1520.3 g
|
Corrected Asphalt Binder Content
|
7.07 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
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no data
|
Test Temperature
|
1000 F
|