Sample Record for 2018-02-14-2
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: 2018-02-14-2
TL Number from the TL Form: 23234
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 02/14/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2018
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 3/4 x 3/8-inch
From where was the sample collected: Source
Laboratory sample identification: D7547
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SNC - Mustang Asphalt Plant
Material Information
Source Identification (SMARA or name of Pit): MSHA IDs 2602089
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
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:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 2
DIME Test ID: 2018-02-14-2-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/14/2018
Date Tested: 02/14/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
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)
|
Yes
|
Has the fine aggregate sample been reduced?
|
No
|
Total mass of material in the sample
|
5140 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
|
45 grams
|
Cumulative mass retained on the 1/2 in. sieve
|
255 grams
|
Cumulative mass retained on the 3/8 in. sieve
|
580 grams
|
Cumulative mass retained on the 1/4 in. sieve
|
1002 grams
|
Cumulative mass retained on the #4 sieve
|
800 grams
|
Cumulative mass retained on the #8 sieve
|
50 grams
|
Cumulative mass retained on the #16 sieve
|
90 grams
|
Cumulative mass retained on the #30 sieve
|
100 grams
|
Cumulative mass retained on the #50 sieve
|
240 grams
|
Cumulative mass retained on the #100 sieve
|
380 grams
|
Cumulative mass retained on the #200 sieve
|
465 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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
95 %
|
Cumulative percent passing the 3/8 in. sieve
|
89 %
|
Cumulative percent passing the 1/4 in. sieve
|
81 %
|
Cumulative percent passing the #4 sieve
|
84 %
|
Cumulative percent passing the #8 sieve
|
76 %
|
Cumulative percent passing the #16 sieve
|
69 %
|
Cumulative percent passing the #30 sieve
|
68 %
|
Cumulative percent passing the #50 sieve
|
44 %
|
Cumulative percent passing the #100 sieve
|
21 %
|
Cumulative percent passing the #200 sieve
|
7.4 %
|
Test 2 of 2
DIME Test ID: 2018-02-14-2-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 02/14/2018
Date Tested: 02/14/2018
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified: