Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214700 DEA: 030F2804 EFIS: 0312000069
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Dillard Overcrossing and McConnel Overhead
Location Description: Hwy 99, Elk Grove, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Saed Masoud Structure Rep.: Chau Ha
DIME Sample ID: 2021-09-20-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/30/2021
The quantity of what the sample constitutes: Bags of Rap
A brief description of the sample: 3/8" Rap
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company -- Bradshaw Plant
DIME Test ID: 2021-09-20-64-1
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: 12/28/2021
Date Tested: 10/05/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-042
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.60 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-09-20-64-2
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: 12/28/2021
Date Tested: 10/05/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-042
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
|
2.570
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-09-20-64-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/28/2021
Date Tested: 10/05/2021
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF21-042
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used?
|
No
|
Cumulative percent passing the 2 in. sieve
|
0 %
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 1 in. sieve
|
0 %
|
Cumulative percent passing the 3/4 in. sieve
|
0 %
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
99 %
|
Cumulative percent passing the #4 sieve
|
75 %
|
Cumulative percent passing the #8 sieve
|
54 %
|
Cumulative percent passing the #16 sieve
|
41 %
|
Cumulative percent passing the #30 sieve
|
31 %
|
Cumulative percent passing the #50 sieve
|
23 %
|
Cumulative percent passing the #100 sieve
|
16 %
|
Cumulative percent passing the #200 sieve
|
11.5 %
|