Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213793 DEA: 060W7004 EFIS: 0617000283
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-33-24.3/R29.0,R39.9/44.5
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA RESURFACING.
Location Description: FRESNO COUNTY ABOUT 7.8 MILES NORTH OF COALINGA FROM NORTH JUNCTION ROUTE 198 TO SOUTH JUNCTION ROUTE 33/5 AND FROM 0.1 MILE NORTH OF NORTH JUNCTION ROUTE 33/5 TO EL PROGRESSIO ROAD
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE CA 93420
Resident Engineer: Michael Stavropoulos Structure Rep.: Unknown
DIME Sample ID: 2019-05-29-35
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/29/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/12/2019
The quantity of what the sample constitutes: 4
A brief description of the sample: 1/2 inch HMA with 15%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Millbrook construction Fresno Papich Construction
DIME Test ID: 2019-05-29-35-1
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: 12/17/2019
Date Tested: 08/28/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Translab internal lab no.: 019-014
Dispute Resolution
Lot1 SL4 T-209
Test Result Compliance:
Additional Comments When Verified:
Number of tests
|
2
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Method Performed
|
no data
|
Mass of oven-dry sample in air for Sample 1
|
1641.0 grams
|
Mass of sample in water for Sample 1
|
971.0 grams
|
Mass of oven-dry sample in air for Sample 2
|
1519.0 grams
|
Mass of sample in water for Sample 2
|
900.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.449
|
Specific Gravity for Sample 2
|
2.454
|
Average Specific Gravity
|
2.452
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2019-05-29-35-2
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: 12/17/2019
Date Tested: 07/17/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Translab internal lab no.: 019-014
Dispute Resolution
Lot1 SL4 T-275
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.328
|
Bulk Specific Gravity 2
|
2.328
|
Bulk Specific Gravity 3
|
2.329
|
Average Bulk Specific Gravity
|
2.328
|