Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994387 DEA: 023J7704 EFIS: 0222000082
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-97.2/103.0
Work Description: RHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location Description: SISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-08-14-100
TL Number from the TL Form: 841611
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79326
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-08-14-100-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 02/08/2024
Date Tested: 08/15/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=7.78%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3062.3 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4566.2 g
|
Mass of HMA Sample prior to ignition
|
1503.9 g
|
Corrected Asphalt Binder Content
|
7.78 %
|
Mass Loss
|
127.4 g
|
Mass of aggregate remaining after ignition
|
1376.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.49 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.20 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-08-14-100-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 02/08/2024
Date Tested: 08/14/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.434
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7335.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
1500.9 grams
|
Mass of container filled with the sample and water for Sample 1
|
8219.3 grams
|
Temperature of Water
|
76 °F
|
Specific Gravity for Sample 1
|
2.434
|
Theoretical maximum density at 25°C (77°F)
|
2426.9 kg/m^3
|
DIME Test ID: 2023-08-14-100-4
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: 02/08/2024
Date Tested: 08/17/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.330
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.334
|
Bulk Specific Gravity 2
|
2.328
|
Bulk Specific Gravity 3
|
2.327
|
Average Bulk Specific Gravity
|
2.33
|
DIME Test ID: 2023-08-14-100-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/08/2024
Date Tested: 08/17/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: CT 366:
S=37;
AASHTO T 269:
Pa=4.3%;
MS-2:
VMA=18.2%,
VFA=76.6%,
DP=0.7
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.1 %
|
Percent Air Voids 2
|
4.4 %
|
Percent Air Voids 3
|
4.4 %
|
Percent Air Voids Average
|
4.3 %
|
DIME Test ID: 2023-08-14-100-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/08/2024
Date Tested: 10/12/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=119,
S2=106,
TSR=89%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
119 psi
|
Average Wet Tensile Strength
|
106 psi
|
Tensile Strength Ratio
|
89
|
DIME Test ID: 2023-08-14-100-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 02/08/2024
Date Tested: 08/25/2023
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: CT 389:
Nf>15000,
SIP>15000;
CT 360:
SA=0.1g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature
|
122 F
|
Type and Amount of Anti-Stripping Additive
|
1.0% Lime
|
Stripping Inflection Point (Wheel A)
|
>15000
|
Stripping Inflection Point (Wheel B)
|
>15000
|
Maximum impression at 5000 passes (left wheel)
|
0.85 mm
|
Maximum impression at 5000 passes (right wheel)
|
0.9 mm
|
Average impression at 5000 passes (left/right avg)
|
0.88 mm
|
Maximum impression at 10000 passes (left wheel)
|
1.03 mm
|
Maximum impression at 10000 passes (right wheel)
|
1.08 mm
|
Average impression at 10000 passes (left/right avg)
|
1.06 mm
|
Maximum impression at 15000 passes (left wheel)
|
1.14 mm
|
Maximum impression at 15000 passes (right wheel)
|
1.23 mm
|
Average impression at 15000 passes (left/right avg)
|
1.19 mm
|
Average impression at 20000 passes (left/right avg)
|
no data
|
Average impression at 25000 passes (left/right avg)
|
no data
|