Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215424 DEA: 024G4404 EFIS: 0214000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-38.0/38.6
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullivan
DIME Sample ID: 2021-06-22-8
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California Corporation - Lathrop
Sample Organization Contact: (209) 249-4700
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 06/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2021
The quantity of what the sample constitutes: One proportion from top, middle and bottom of stockpile
A brief description of the sample: 1/2"x#4 rocks
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ConFab California, LLC
Source Identification (SMARA, name of Pit or Job Site): 91-39-0029
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: One proportion from top, middle and bottom of stockpile
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: 98LV25AF
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2021-06-22-8-1
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 02/08/2022
Date Tested: 06/22/2021
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Combined Gradation
|
|
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
|
90.5 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
60.4 %
|
|
Cumulative percent passing the #4 sieve
|
8.7 %
|
|
Cumulative percent passing the #8 sieve
|
3 %
|
|
Cumulative percent passing the #16 sieve
|
2 %
|
|
Cumulative percent passing the #30 sieve
|
0 %
|
|
Cumulative percent passing the #50 sieve
|
0 %
|
|
Cumulative percent passing the #100 sieve
|
0 %
|
|
Cumulative percent passing the #200 sieve
|
0 %
|
DIME Test ID: 2021-06-22-8-2
Test Method: ASTM D2419-09: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 02/08/2022
Date Tested: 06/22/2021
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2021-06-22-8-3
Test Method: ASTM C117-13: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 02/08/2022
Date Tested: 06/22/2021
Submitted By Organization: Con-Fab California Corporation - Lathrop
Organization Address: 1910 Lathrop Road,
Organization City: Lathrop
Organization State: CA
Organization Zipcode: 95330
Organization Email: dannyc@confabca.com
Organization Phone: (209) 249-4717
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent finer than No. 200 sieve
|
1.2 %
|
