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Sample Record for 2026-06-19-49

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

Project Information

Project ID: 1001194 DEA: 051H4404 EFIS: 0516000074 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB,SLO-1-50.3/50.6,0.0/0.3
Work Description: SANTA MARIA RIVER BRIDGE (REPLACE).
Location Description: SANTA BARBARA AND SAN LUIS OBISPO COUNTIES IN AND NEAR GUADALUPE AT SANTA MARIA RIVER BRIDGE
Contractor Name: M.C.M. CONSTRUCTION, INC.
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Jacob Cooper Structure Rep.: Sal Heredia

Sample Information

DIME Sample ID: 2026-06-19-49
TL Number from the TL Form:
Sample Submitted By Organization: Pinnacle Prestress, Incorporated
Sample Organization Contact: 6616431412
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 06/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2026
The quantity of what the sample constitutes: 1 bucket of 1/2" 1 bucket of fines
A brief description of the sample: aggregate
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pinnacle Prestress, Inc.

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-15-0114, 91-15-0041
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: Stockpile
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:
Aggregate Mix Number:

Test Results

Test

DIME Test ID: 2026-06-19-49-1
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/10/2026
Date Tested: 06/19/2026
Submitted By Organization: Pinnacle Prestress, Incorporated
Organization Address: 425 J Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93820
Organization Email: carlos.coreas@kiewit.com
Organization Phone: (661) 643-1412
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 99 %
Cumulative percent passing the #8 sieve 83 %
Cumulative percent passing the #16 sieve 62 %
Cumulative percent passing the #30 sieve 39 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 3 %
Cumulative percent passing the #200 sieve 1 %

Test

DIME Test ID: 2026-06-19-49-2
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 07/10/2026
Date Tested: 06/19/2026
Submitted By Organization: Pinnacle Prestress, Incorporated
Organization Address: 425 J Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93820
Organization Email: carlos.coreas@kiewit.com
Organization Phone: (661) 643-1412
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? 0.5 in. x No. 4 - Coarse Aggregate
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 12 %
Cumulative percent passing the #4 sieve 1 %
Cumulative percent passing the #8 sieve no data0 %

Test

DIME Test ID: 2026-06-19-49-3
Test Method: ASTM C566-19: Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying
Verified Date: 07/10/2026
Date Tested: 06/19/2026
Submitted By Organization: Pinnacle Prestress, Incorporated
Organization Address: 425 J Street,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93820
Organization Email: carlos.coreas@kiewit.com
Organization Phone: (661) 643-1412
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Total evaporable moisture content 3.7 %