Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000089 DEA: 024J8904 EFIS: 0223000084
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-6.0/R12.6
Work Description: RHMA (GAP GRADED) OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY NEAR PLATINA FROM 3.3 MILES WEST OF VESTAL ROAD TO 2.3 MILES EAST OF DRY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Shoukie Alawar Structure Rep.: Unknown
DIME Sample ID: 2024-08-19-84
TL Number from the TL Form: C895206
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 08/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2024
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific North West
Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-08-19-84-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/27/2024
Date Tested: 09/25/2024
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: Original
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.153 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.265 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.27 kPa
|
DIME Test ID: 2024-08-19-84-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/27/2024
Date Tested: 09/25/2024
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 Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.381 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.790 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.83 kPa
|
DIME Test ID: 2024-08-19-84-3
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/27/2024
Date Tested: 09/27/2024
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: DUCT
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is a normal test obtainable?
|
Yes
|
|
Number of replicates tested
|
Three
|
|
Ductility of test #1 (D1)
|
35 cm
|
|
Ductility of test #2 (D2)
|
29 cm
|
|
Ductility of test #3 (D3)
|
30 cm
|
|
Ductility of sample
|
31 cm
|
