Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214486 DEA: 080K1224 EFIS: 0815000244
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R28.6/37.5
Work Description: REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location Description: SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Larry J Canuti Structure Rep.: Taghreed Al-khateeb
DIME Sample ID: 2021-11-16-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Barstow Field Laboratory 1
Sample Organization Contact: (760) 252-9216
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/14/2021
The quantity of what the sample constitutes: 3
A brief description of the sample: cores
From where was the sample collected: Job Site
Laboratory sample identification: 14A 14B 14C
Structure unique identifier:
Structure name: I15 NB RT SHOULDER STA 150 00, 165 24, 178 24
The fabricator/manufacturer/facility name: Blue Diamond Victorville
DIME Test ID: 2021-11-16-44-1
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 01/10/2022
Date Tested: 12/22/2021
Submitted By Organization: CT D08 - Barstow Field Laboratory 1
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
|
Bulk Specific Gravity 1
|
2.219
|
Bulk Specific Gravity 2
|
2.276
|
Bulk Specific Gravity 3
|
2.213
|
Percent of water absorbed by volume 1
|
4.43 %
|
Percent of water absorbed by volume 2
|
4.75 %
|
Percent of water absorbed by volume 3
|
4.86 %
|
Average Bulk Specific Gravity
|
2.236
|