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Sample Record for 2022-08-25-24

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993603 DEA: 051N7004 EFIS: 0521000081 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-166-16.0/21.0
Work Description: PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED).
Location Description: SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE.
Contractor Name: PAPICH CONSTRUCTION COMPANY INC.
Contractor Address: Unknown
Resident Engineer: Thomas Petersen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-25-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2022
The quantity of what the sample constitutes: L1SL8
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Templeton

Material Information

HMA Type: RHMA-G
HMA Grading: 3/8 inch
Lot number: 1
Sublot number: 8
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-08-25-24-1
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: 09/02/2022
Date Tested: 09/02/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.371
Theoretical maximum density at 25°C (77°F) 148 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-08-25-24-2
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: 09/02/2022
Date Tested: 08/26/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: complies
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.182
Bulk Specific Gravity 2 2.209
Bulk Specific Gravity 3 2.187
Average Bulk Specific Gravity 2.193

Test 3 of 3

DIME Test ID: 2022-08-25-24-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/02/2022
Date Tested: 08/25/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Report only
Test Result Compliance: not applicable
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 99.8 %
Cumulative percent passing the 1/2 in. sieve 85.8 %
Cumulative percent passing the 3/8 in. sieve 69.1 %
Cumulative percent passing the #4 sieve 25.9 %
Cumulative percent passing the #8 sieve 58.3 %
Cumulative percent passing the #16 sieve 36.1 %
Cumulative percent passing the #30 sieve 21.4 %
Cumulative percent passing the #50 sieve 12.9 %
Cumulative percent passing the #100 sieve 8.3 %
Cumulative percent passing the #200 sieve 5.8 %