Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 10016 DEA: 06342524 EFIS: 0600000381
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-R71.8/74.5
Work Description: NEW EXPRESS HIGHWAY
Location Description: FRESNO COUNTY ABOUT 6.3 MILES EAST OF FRESNO FROM 0.6 MILE WEST OF QUALITY AVENUE TO 0.2 MILE WEST OF SMITH AVENUE
Contractor Name: American Paving Co
Contractor Address: 315 North Thorne Avenue, Fresno, CA 93706
Resident Engineer: Mark Mengoni Structure Rep.: Mike Bloom
DIME Sample ID: 2014-02-14-1080124
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Sample Organization Contact: (559) 292-2188
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 02/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2014
The quantity of what the sample constitutes: 3 bags
A brief description of the sample: Sand
From where was the sample collected: Source
Laboratory sample identification: 2014-02-14-156
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Builders Concrete Ready Mix Plant Ashlan
Source Identification (SMARA, name of Pit or Job Site): 91-10-0010
The fabricator's/manufacturer's product name for the sample: Sand
The fabricator/manufacturer designation for the sample: Plant
The plant number: 114
A detailed description of where the material sample was collected: Stockpile
Where the material sample would have been placed if not sampled: Stockpile
Primary Aggregate Nominal Size:
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2014-02-14-1080124-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 04/02/2014
Date Tested: 02/14/2014
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
98 %
|
|
Cumulative percent passing the #8 sieve
|
87 %
|
|
Cumulative percent passing the #16 sieve
|
70 %
|
|
Cumulative percent passing the #30 sieve
|
41 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
5 %
|
|
Cumulative percent passing the #200 sieve
|
2.5 %
|
DIME Test ID: 2014-02-14-1080124-2
Test Method: ASTM D2419-09: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 04/02/2014
Date Tested: 02/14/2014
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2014-02-14-1080124-3
Test Method: AASHTO T255-0: Standard Method of Test for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 04/02/2014
Date Tested: 02/14/2014
Submitted By Organization: Trinity Engineering Laboratories, Incorporated - Fresno
Organization Address: 2473 North Sunnyside Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93727
Organization Email: mhorn@trinityeng.co
Organization Phone: (559) 260-6841
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Total evaporable moisture content
|
7.3 %
|
