Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213337 DEA: 024F5404 EFIS: 0213000004
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R15.3/R16.5
Work Description: BRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location Description: SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Jeff Steppat Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-09-13-21
TL Number from the TL Form: 815602
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2021
The quantity of what the sample constitutes: PSE 16 Boxes at 282 Tons
A brief description of the sample: 3/4 inch HMA-A 23.6 RAP PG 58-34M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D78941
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2021-09-13-21-1
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: 09/20/2021
Date Tested: 09/13/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7336.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2566.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8918.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.608
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2021-09-13-21-2
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: 09/20/2021
Date Tested: 09/13/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.59 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.34 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2021-09-13-21-3
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: 09/20/2021
Date Tested: 09/13/2021
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:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.489
|
Bulk Specific Gravity 2
|
2.490
|
Bulk Specific Gravity 3
|
2.487
|
Average Bulk Specific Gravity
|
2.489
|
DIME Test ID: 2021-09-13-21-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/20/2021
Date Tested: 09/13/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.6 %
|
Percent Air Voids 2
|
4.5 %
|
Percent Air Voids 3
|
4.6 %
|
Percent Air Voids Average
|
4.6 %
|
DIME Test ID: 2021-09-13-21-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/20/2021
Date Tested: 09/14/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
149 psi
|
Average Wet Tensile Strength
|
139 psi
|
Tensile Strength Ratio
|
0.93
|