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Testing Report for 2020-07-08-38-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 080K2934
EFIS: 0812000100
Project ID: 213551
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-R36.8/R39.2
Work Description: PAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ezz Gayed
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-08-38
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: (951) 840-8328
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 7/8/2020
Date that the sample was received by the laboratory/organization performing the testing: 8/7/2020
The quantity of what the sample constitutes: 2 boxs, 4 cores
A brief description of the sample: 3/4 RHMA G PG64-16+Rubber
From where was the sample collected: Manufacturer
Laboratory sample identification: 1A15, 1B15, 1C15, 1D15
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Matich Plant Cabazon

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-07-08-38-1
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Date Tested: 8/10/2020
Verified Date: 8/27/2020
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St,
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:
Additional Comments When Verified :

Submitted Test Results

Bulk Specific Gravity: 2.278
Bulk Specific Gravity 2: 2.282
Bulk Specific Gravity 3: 2.281
Average Bulk Specific Gravity: 2.28