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Sample Record for 2018-05-31-2

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

Project Information

Project ID: 88888 DEA: STOCK EFIS: STOCK QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2018-05-31-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 05/31/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Delta Flyash
From where was the sample collected: Source
Laboratory sample identification: CM185817
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Boral

Material Information

Brand: Boral
Mill: Delta Utah
Type of Cementitious Material: Class F or N Flyash

Test Results

Test 1 of 3

DIME Test ID: 2018-05-31-2-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2019
Date Tested: 06/18/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 7 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Compressive strength of 1st specimen (psi) 3152 psi
Compressive strength of 2nd specimen (psi) 3178 psi
Compressive strength of 3rd specimen (psi) 3253 psi
Average Compressive strength (to nearest 10 psi) 3190 psi
Average Compressive strength (to nearest 10 psi) control group 3957 psi
Strength Activity Index of Portland Cement per ASTM C311 81

Test 2 of 3

DIME Test ID: 2018-05-31-2-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2019
Date Tested: 07/09/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 28 Day Break -- Specimen 2 break was outside allowable range. Correct final result is 4430 PSI. SAI is 86%
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Compressive strength of 1st specimen (psi) 4493 psi
Compressive strength of 2nd specimen (psi) 4078 psi
Compressive strength of 3rd specimen (psi) 4358 psi
Average Compressive strength (to nearest 10 psi) 4310 psi
Average Compressive strength (to nearest 10 psi) control group 5130 psi
Strength Activity Index of Portland Cement per ASTM C311 84

Test 3 of 3

DIME Test ID: 2018-05-31-2-4
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 01/22/2019
Date Tested: 06/05/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Correction Factor (CF) 0.30 %
Corrected Residue (Rc) 22.27 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.