Sample Record for 2019-04-17-51
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: 2019-04-17-51
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2019
The quantity of what the sample constitutes: 1
A brief description of the sample: 3/4" HMA - A
From where was the sample collected: Source
Laboratory sample identification: 19-JMF-0118
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company Vernalis
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-39-0002::VERNALIS
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile @ Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2019-04-17-51-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: Ryan.Kester@dot.ca.gov
Organization Phone: (915) 296-1892
This test has been superseded on 07/31/2019.
Reason: retested
Test 2 of 3
DIME Test ID: 2019-04-17-51-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/31/2019
Date Tested: 07/19/2019
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: This is retest result!
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
98.6 %
|
Cumulative percent passing the 1/2 in. sieve
|
84.6 %
|
Cumulative percent passing the 3/8 in. sieve
|
72.6 %
|
Cumulative percent passing the 1/4 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
53.9 %
|
Cumulative percent passing the #8 sieve
|
32.5 %
|
Cumulative percent passing the #16 sieve
|
19.2 %
|
Cumulative percent passing the #30 sieve
|
11.8 %
|
Cumulative percent passing the #50 sieve
|
6.7 %
|
Cumulative percent passing the #100 sieve
|
3.2 %
|
Cumulative percent passing the #200 sieve
|
1.48 %
|
Test 3 of 3
DIME Test ID: 2019-04-17-51-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/08/2019
Date Tested: 07/18/2019
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:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
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
|
98.6 %
|
Cumulative percent passing the 1/2 in. sieve
|
86 %
|
Cumulative percent passing the 3/8 in. sieve
|
88 %
|
Cumulative percent passing the 1/4 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
81.3 %
|
Cumulative percent passing the #8 sieve
|
51 %
|
Cumulative percent passing the #16 sieve
|
32 %
|
Cumulative percent passing the #30 sieve
|
21.6 %
|
Cumulative percent passing the #50 sieve
|
14.2 %
|
Cumulative percent passing the #100 sieve
|
9 %
|
Cumulative percent passing the #200 sieve
|
6.07 %
|