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Sample Record for 2021-08-20-45

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Project Information

Project ID: 214114 DEA: 040A5394 EFIS: 0418000244 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80,12-11.4/12.8, 2.1/2.8
Work Description: Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc.
Location Description: I-80/I-680/Route 12 Interchange
Contractor Name: Kiewit Infrastructure West Co.
Contractor Address: 4650 Business Center Drive, Fairfield, CA 94534
Resident Engineer: Fernando Dos Santos Structure Rep.: Alejandro Lara

Sample Information

DIME Sample ID: 2021-08-20-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/20/2021
The quantity of what the sample constitutes: 16 boxes of 1/2" Type A HMA with RAP
A brief description of the sample: 16 Boxes of HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Syar Vallejo

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:

Test Results

Test 1 of 4

DIME Test ID: 2021-08-20-45-1
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)
Verified Date: 09/15/2021
Date Tested: 08/31/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.337
Bulk Specific Gravity 2 2.338
Bulk Specific Gravity 3 2.335
Average Bulk Specific Gravity 2.337

Test 2 of 4

DIME Test ID: 2021-08-20-45-2
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 09/15/2021
Date Tested: 09/01/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 0 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 0 mm
Stripping Inflection Point (Wheel A) 12259
Stripping Inflection Point (Wheel B) 10852

Test 3 of 4

DIME Test ID: 2021-08-20-45-3
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 09/15/2021
Date Tested: 09/07/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 6.15 %
Mass of HMA prior to ignition 1546.1 g
Mass of aggregate remaining after ignition 1421 g
Correction Factor (Percent by mass of HMA Specimen) 1.94 %
Moisture Content 0 %
Test Temperature 900 F

Test 4 of 4

DIME Test ID: 2021-08-20-45-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/15/2021
Date Tested: 09/03/2021
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Average Dry Tensile Strength 203 psi
Average Wet Tensile Strength 193 psi
Tensile Strength Ratio 0.95

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.