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Testing Report for 2020-07-22-42-1

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

Project Information

DEA: 042K7504
EFIS: 0417000019
Project ID: 214059
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-152-7.6/M10.2
Work Description: ROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location Description: SANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gene Malonzo
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-22-42
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 7/22/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: 1/2" RHMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construciton Los Banos

Material Information

Source Identification (SMARA or name of Pit): 91-24-0009
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: Hot Plant Granite Construction Salina
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: 2020-07-22-42-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Date Tested: 8/7/2020
Verified Date: 8/14/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 507-3456
General Comments for this Test:
Test Result Compliance: complies
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: 5000 grams
Cumulative mass retained on the 1 1/2 in. sieve: no data
Cumulative mass retained on the 1 in. sieve: no data
Cumulative mass retained on the 3/4 in. sieve: no data
Cumulative mass retained on the 1/2 in. sieve: 147.3 grams
Cumulative mass retained on the 3/8 in. sieve: 727.5 grams
Cumulative mass retained on the #4 sieve: 3545.1 grams
Total sample mass passing the #4 sieve: 580.1 grams
Total mass of fine material in the sample: 500.3 grams
Cumulative mass retained on the #8 sieve: 307.3 grams
Cumulative mass retained on the #16 sieve: 361.7 grams
Cumulative mass retained on the #30 sieve: 399 grams
Cumulative mass retained on the #50 sieve: 432.6 grams
Cumulative mass retained on the #100 sieve: 461.1 grams
Cumulative mass retained on the #200 sieve: 475.6 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: 97.1 %
Cumulative percent passing the 3/8 in. sieve: 85.5 %
Cumulative percent passing the #4 sieve: 29.1 %
Cumulative percent passing the #8 sieve: 11.2 %
Cumulative percent passing the #16 sieve: 8.1 %
Cumulative percent passing the #30 sieve: 5.9 %
Cumulative percent passing the #50 sieve: 3.9 %
Cumulative percent passing the #100 sieve: 2.3 %
Cumulative percent passing the #200 sieve: 1.44 %