Print Report | Back to Sample Detail

Sample Record for 2019-05-17-5

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

Project Information

Project ID: 213606 DEA: 081E6104 EFIS: 0814000055 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62-41.0/41.5and60.6/61.1
Work Description: WIDENING OF SHOULDER AND INSTALLING RUMBLE STRIPS
Location Description: SAN BERNARDINO COUNTY NEAR TWENTYNINE PALMS FROM 0.7 MILE TO 1.2 MILES EAST OF GODWIN ROAD AND FROM 5.6 MILES TO 6.1 MILES EAST OF IRONAGE ROAD
Contractor Name: All American Asphalt
Contractor Address: 400 E 6th STREET, Corona CA, 92878
Resident Engineer: Samer Georges Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-05-17-5
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Sample Organization Contact: (951) 840-8328
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 05/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 05/17/2019
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Combined 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Perris

Material Information

Source Identification (SMARA or name of Pit): 91-33-0005::ALL AMERICAN ASPHALT
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: HMA Plant Cold Feed
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: 105927
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2019-05-17-5-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/21/2019
Date Tested: 05/20/2019
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
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 100 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 56 %
Cumulative percent passing the #4 sieve 42 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 20 %
Cumulative percent passing the #30 sieve 14 %
Cumulative percent passing the #50 sieve 9 %
Cumulative percent passing the #100 sieve 6 %
Cumulative percent passing the #200 sieve 4 %

Test 2 of 2

DIME Test ID: 2019-05-17-5-2
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: 05/21/2019
Date Tested: 05/20/2019
Submitted By Organization: CT D08 - Fontana Field Testing Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: kaushalkumar.talati@dot.ca.gov
Organization Phone: (951) 840-8328
General Comments for this Test:
Additional Comments When Verified:
Sand Equivalent 73

Tests Assigned to this Sample

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