Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214885 DEA: 080K1234 EFIS: 0815000242
QA Service Level: 1
DIST-CO-RTE-PM: 08---
Work Description:
Location Description:
Contractor Name: SULLY-MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD #400, BREA CA 92821
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Unknown
DIME Sample ID: 2020-10-13-24
TL Number from the TL Form: Blue Diamond
Sample Submitted By Organization: CT D08 - Hesperia Field Testing Laboratory
Sample Organization Contact: (951) 840-8242
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2020
The quantity of what the sample constitutes: 2 box, 3 cores
A brief description of the sample: Rte 15 sta 03+90, sta 15+00, sta 29+00
From where was the sample collected: Job Site
Laboratory sample identification: 40-A, 40-B, 40-C
Structure unique identifier:
Structure name: I 15 N Sidewinder Rd
The fabricator/manufacturer/facility name: OHL, Sully Miller
DIME Test ID: 2020-10-13-24-1
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: 11/10/2020
Date Tested: 10/22/2020
Submitted By Organization: CT D08 - Hesperia Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
3
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
95.6
|
Specific Gravity for Sample 2
|
95.1
|
Specific Gravity for Sample 3
|
96
|
Average Specific Gravity
|
95.6
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-10-13-24-2
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 D08 - Hesperia Field Testing Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
Data has not been verified.