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Sample Record for 2022-08-29-43

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: 2022-08-29-43
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: L1SL9
A brief description of the sample: RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM-Templeton

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 9
HMA Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-08-29-43-1
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: 08/29/2022
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: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
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 2.378
Theoretical maximum density at 25°C (77°F) 148.5 lb/ft^3

Test 2 of 4

DIME Test ID: 2022-08-29-43-2
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: 08/30/2022
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: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test: Core 9A below min 91% compaction (90.6%)
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.155
Bulk Specific Gravity 2 2.195
Bulk Specific Gravity 3 2.197
Average Bulk Specific Gravity 2.183

Test 3 of 4

DIME Test ID: 2022-08-29-43-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2022
Date Tested: 10/06/2022
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: Dispute resolution testing
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve 100 %
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 100 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 63 %
Cumulative percent passing the #4 sieve 28 %
Cumulative percent passing the #8 sieve 16 %
Cumulative percent passing the #16 sieve 9 %
Cumulative percent passing the #30 sieve 6 %
Cumulative percent passing the #50 sieve 4 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 2.4 %

Test 4 of 4

DIME Test ID: 2022-08-29-43-4
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: 10/06/2022
Date Tested: 10/06/2022
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: Dispute resolution testing
Test Result Compliance: does not comply
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 7.12 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 1.10 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data