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Testing Report for 2020-04-01-5-8

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-04-01-5
TL Number from the TL Form: 032251
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2020
The quantity of what the sample constitutes: 1/2" Combined Aggregate
A brief description of the sample: 1/2" aggregate for RHMA-G JMF
From where was the sample collected: Source
Laboratory sample identification: 20-JMF-0041
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials

Material Information

Source Identification (SMARA or name of Pit): 91-01-0010::CALMAT/PLEASANTON
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Belt
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-04-01-5-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/15/2020
Date Tested: 04/13/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: bang.d.nguyen@dot.ca.gov
Organization Phone: (916) 227-7204
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Total mass of material in the sample 2216 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 93.5 grams
Cumulative mass retained on the 3/8 in. sieve 377.5 grams
Cumulative mass retained on the #4 sieve 1233.6 grams
Total sample mass passing the #4 sieve 982.4 grams
Total mass of fine material in the sample 493.7 grams
Cumulative mass retained on the #8 sieve 231.6 grams
Cumulative mass retained on the #16 sieve 332.9 grams
Cumulative mass retained on the #30 sieve 382.8 grams
Cumulative mass retained on the #50 sieve 418.6 grams
Cumulative mass retained on the #100 sieve 446.8 grams
Cumulative mass retained on the #200 sieve 462.5 grams
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 95.8 %
Cumulative percent passing the 3/8 in. sieve 83 %
Cumulative percent passing the #4 sieve 44.3 %
Cumulative percent passing the #8 sieve 23.5 %
Cumulative percent passing the #16 sieve 14.4 %
Cumulative percent passing the #30 sieve 10 %
Cumulative percent passing the #50 sieve 6.7 %
Cumulative percent passing the #100 sieve 4.2 %
Cumulative percent passing the #200 sieve 2.8 %