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Sample Record for 2019-07-25-12

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

Project Information

Project ID: 213283 DEA: 060U09U4 EFIS: 0616000243 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-R36.0/65.9
Work Description: HMA RESURFACING AND REHAB CULVERTS
Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-07-25-12
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4 inch HMA-A 15%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashland

Material Information

RAP Source: Stockpile@Plant
Aggregate Size: Unknown
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Results

Test 1 of 1

DIME Test ID: 2019-07-25-12-1
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/17/2019
Date Tested: 08/27/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd,
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: ranslab internal lab no. 019-022 Dispute Resolution AASHTO T-30
Test Result Compliance:
Additional Comments When Verified:
Total mass of material in the sample 1508.8 grams
Mass retained on the 2 in. sieve 0 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 7.3 grams
Cumulative mass retained on the 1/2 in. sieve 63.3 grams
Cumulative mass retained on the 3/8 in. sieve 235.8 grams
Mass retained on the 1/4 in. sieve no data
Cumulative mass retained on the #4 sieve 664.1 grams
Cumulative mass retained on the #8 sieve 886.5 grams
Cumulative mass retained on the #16 sieve 1019.2 grams
Cumulative mass retained on the #30 sieve 1135.6 grams
Cumulative mass retained on the #50 sieve 1251 grams
Cumulative mass retained on the #100 sieve 1339.9 grams
Cumulative mass retained on the #200 sieve 1389.9 grams
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 99.5 %
Cumulative percent passing the 1/2 in. sieve 95.8 %
Cumulative percent passing the 3/8 in. sieve 84.4 %
Cumulative percent passing the 1/4 in. sieve no data
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 41.2 %
Cumulative percent passing the #16 sieve 32.4 %
Cumulative percent passing the #30 sieve 24.7 %
Cumulative percent passing the #50 sieve 17.1 %
Cumulative percent passing the #100 sieve 11.2 %
Cumulative percent passing the #200 sieve 7.88 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.