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Sample Record for 2022-05-04-27

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Project Information

Project ID: 993169 DEA: 050A0904 EFIS: 0513000028 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-156-R1.4/R2.0
Work Description: WIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location Description: MONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
Contractor Name: Granite Rock (Bryan Jones)
Contractor Address: 5225 Hellyer Ave, Ste 220, San Jose, CA 95138
Resident Engineer: David Hopper Structure Rep.: Dean Russu

Sample Information

DIME Sample ID: 2022-05-04-27
TL Number from the TL Form: C956414
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 05/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2022
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: ASPHALT BINDER
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-05-04-27-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/19/2022
Date Tested: 05/16/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.138 kPa
Phase Angle (δ) (for the 10 cycles) 86.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.316 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.32 kPa

Test 2 of 3

DIME Test ID: 2022-05-04-27-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/19/2022
Date Tested: 05/16/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.355 kPa
Phase Angle (δ) (for the 10 cycles) 81.5 degree
Complex Modulus (G*) (for the 10 measurements) 3.551 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.59 kPa

Test 3 of 3

DIME Test ID: 2022-05-04-27-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/19/2022
Date Tested: 05/17/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 18.489 kPa
Phase Angle (δ) (for the 10 cycles) 52.4 degree
Complex Modulus (G*) (for the 10 measurements) 1848.553 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 1465 kPa