Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000680 DEA: 051G9504 EFIS: 0516000005
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-9.0/25.5
Work Description: DRAINAGE SYSTEM UPGRADES AND SLOPE STABILIZATION AT INLETS & OUTLETS.
Location Description: SANTA CRUZ COUNTY NEAR BEN LOMOND AT VARIOUS LOCATIONS FROM SCENIC WAY TO 4.7 MILES NORTH OF THE NORTHERN JUNCTION OF ROUTES 9/236.
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 Camille Avenue, Alamo, Ca 94507
Resident Engineer: Azin Sadeghi Structure Rep.: Stepehn Pozzo
DIME Sample ID: 2026-04-06-27
TL Number from the TL Form:
Sample Submitted By Organization: Precast Unlimited Inc.
Sample Organization Contact: (530) 243-6477
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2026
The quantity of what the sample constitutes: 25lbs of Sand
A brief description of the sample: State Sand
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction, Shasta Redi-Mix, Redding, CA
Source Identification (SMARA, name of Pit or Job Site): 91-45-0019
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: Stockpiles
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2026-04-06-27-1
Test Method: ASTM C117-17: Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 04/10/2026
Date Tested: 04/07/2026
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent finer than No. 200 sieve
|
7.2 %
|
DIME Test ID: 2026-04-06-27-2
Test Method: ASTM C566-19: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 04/10/2026
Date Tested: 04/07/2026
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Total evaporable moisture content
|
6.3 %
|
DIME Test ID: 2026-04-06-27-3
Test Method: ASTM D2419-14: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
Verified Date: 04/10/2026
Date Tested: 04/07/2026
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2026-04-06-27-4
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 04/10/2026
Date Tested: 04/07/2026
Submitted By Organization: Precast Unlimited Inc.
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
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
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
71 %
|
|
Cumulative percent passing the #16 sieve
|
69 %
|
|
Cumulative percent passing the #30 sieve
|
44 %
|
|
Cumulative percent passing the #50 sieve
|
27 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
10 %
|
