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Sample Record for 2022-05-04-45

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Project Information

Project ID: 993150 DEA: 051G9704 EFIS: 0516000008 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-135-11.7/17.8
Work Description: COLD PLANE, OVERLAY ROADWAY WITH RHMA (GAP GRADED) AND ADA CURB RAMPS.
Location Description: SANTA BARBARA COUNTY IN AND NEAR SANTA MARIA FROM LAKEVIEW ROAD TO NORTH SANTA MARIA CONNECTOR
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E. Donovan, Santa Maria, Ca 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-04-45
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: 05/04/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2022
The quantity of what the sample constitutes: L1SL9
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification: L1SL9
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland-Garey

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 9
HMA Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2022-05-04-45-1
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: 05/23/2022
Date Tested: 05/05/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Ln, Ste 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: complies
Additional Comments When Verified:
Number of tests 3
Mass Determination Air
Specific Gravity for Sample 1 2.200
Specific Gravity for Sample 2 2.176
Specific Gravity for Sample 3 2.167
Average Specific Gravity 2.181
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 3

DIME Test ID: 2022-05-04-45-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/23/2022
Date Tested: 05/04/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Ln, Ste 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: 3/8" & #4 out of minimum operating range
Test Result Compliance: does not comply
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Has the fine aggregate sample been reduced? No
Total mass of material in the sample 5141.8 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 341.5 grams
Cumulative mass retained on the 3/8 in. sieve 1196 grams
Cumulative mass retained on the #4 sieve 3553.8 grams
Cumulative mass retained on the #8 sieve 192.3 grams
Cumulative mass retained on the #16 sieve 247.9 grams
Cumulative mass retained on the #30 sieve 301.2 grams
Cumulative mass retained on the #50 sieve 372 grams
Cumulative mass retained on the #100 sieve 422.8 grams
Cumulative mass retained on the #200 sieve 446.2 grams
Cumulative mass retained on the pan 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 100 %
Cumulative percent passing the 1/2 in. sieve 93.4 %
Cumulative percent passing the 3/8 in. sieve 76.7 %
Cumulative percent passing the #4 sieve 30.9 %
Cumulative percent passing the #8 sieve 18.9 %
Cumulative percent passing the #16 sieve 15.4 %
Cumulative percent passing the #30 sieve 12 %
Cumulative percent passing the #50 sieve 7.6 %
Cumulative percent passing the #100 sieve 4.4 %
Cumulative percent passing the #200 sieve 2.96 %

Test 3 of 3

DIME Test ID: 2022-05-04-45-3
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: 05/23/2022
Date Tested: 05/23/2022
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Ln, Ste 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: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.184
Bulk Specific Gravity 2 2.170
Bulk Specific Gravity 3 2.176
Average Bulk Specific Gravity 2.177