Sample Record for 2019-04-01-41
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ
Contractor Address: 1234 address, Sacramento, CA 95824
Resident Engineer: RE_first RE_last Structure Rep.: SR_First SR_Last
Sample Information
DIME Sample ID: 2019-04-01-41
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: Verification
Type of Material: Aggregate
Sample Taken Date: 04/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2" Virgin Aggregate Combined Gradation
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
Material Information
Source Identification (SMARA or name of Pit): 04-03447
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: Plant
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 Results
Test 1 of 2
DIME Test ID: 2019-04-01-41-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/02/2019
Date Tested: 04/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
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
|
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
Yes
|
|
Total mass of material in the sample
|
10000 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
|
561 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
2263 grams
|
|
Mass retained on the 1/4 in. sieve
|
5994 grams
|
|
Cumulative mass retained on the #4 sieve
|
7126 grams
|
|
Total sample mass passing the #4 sieve
|
520 grams
|
|
Total mass of fine material in the sample
|
520 grams
|
|
Cumulative mass retained on the #8 sieve
|
167 grams
|
|
Cumulative mass retained on the #16 sieve
|
287 grams
|
|
Cumulative mass retained on the #30 sieve
|
365 grams
|
|
Cumulative mass retained on the #50 sieve
|
421 grams
|
|
Cumulative mass retained on the #100 sieve
|
467 grams
|
|
Cumulative mass retained on the #200 sieve
|
488 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
|
94.4 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77.4 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
40.1 %
|
|
Cumulative percent passing the #4 sieve
|
28.7 %
|
|
Cumulative percent passing the #8 sieve
|
19.5 %
|
|
Cumulative percent passing the #16 sieve
|
12.9 %
|
|
Cumulative percent passing the #30 sieve
|
8.6 %
|
|
Cumulative percent passing the #50 sieve
|
5.5 %
|
|
Cumulative percent passing the #100 sieve
|
2.9 %
|
|
Cumulative percent passing the #200 sieve
|
1.77 %
|
Test 2 of 2
DIME Test ID: 2019-04-01-41-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/02/2019
Date Tested: 04/01/2019
Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
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
|
|
Does this test use 1/4 sieve? (question for HMA Gradation Type)
|
Yes
|
|
Total mass of material in the sample
|
9215 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
|
415 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
2108 grams
|
|
Mass retained on the 1/4 in. sieve
|
4789 grams
|
|
Cumulative mass retained on the #4 sieve
|
6021 grams
|
|
Total sample mass passing the #4 sieve
|
502 grams
|
|
Total mass of fine material in the sample
|
502 grams
|
|
Cumulative mass retained on the #8 sieve
|
233 grams
|
|
Cumulative mass retained on the #16 sieve
|
319 grams
|
|
Cumulative mass retained on the #30 sieve
|
370 grams
|
|
Cumulative mass retained on the #50 sieve
|
406 grams
|
|
Cumulative mass retained on the #100 sieve
|
429 grams
|
|
Cumulative mass retained on the #200 sieve
|
448 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
|
95.5 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77.1 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
48 %
|
|
Cumulative percent passing the #4 sieve
|
34.7 %
|
|
Cumulative percent passing the #8 sieve
|
18.6 %
|
|
Cumulative percent passing the #16 sieve
|
12.6 %
|
|
Cumulative percent passing the #30 sieve
|
9.1 %
|
|
Cumulative percent passing the #50 sieve
|
6.6 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
3.73 %
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| No tests have been assigned to this sample. |