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Sample Record for 2019-02-27-1

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: SMTL-STOCK EFIS: SMTL-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: 2019-02-27-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Acceptance
Type of Material: Cementitious
Sample Taken Date: 02/27/2019
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2019
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Rapid Setting Cement
From where was the sample collected: Job Site
Laboratory sample identification: CM194901
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CTS Rapid Set

Material Information

Brand: CTS
Mill: Unknown
Type of Cementitious Material: Rapid Set Cement
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2019-02-27-1-1
Test Method: ASTM C109-16a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 05/11/2022
Date Tested: 03/15/2019
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:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Age of specimen 3 days
The amount of flow 112 %
The amount of water used 45.3 %
Compressive strength of 1st specimen 4768 psi
Compressive strength of 2nd specimen 4745 psi
Compressive strength of 3rd specimen 4831 psi
Average Compressive strength (to nearest 10 psi) 4780 psi

Test 2 of 4

DIME Test ID: 2019-02-27-1-2
Test Method: CTM 553-1: Method for Testing Thermal Stability of Mortar Made with Hydraulic Cement
Verified Date: 05/11/2022
Date Tested: 03/15/2019
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: complies
Additional Comments When Verified:
Average of test specimens broken to nearest 50 kPa, 23 ± 1.7°C for 48h 5180 kPa
Average of test specimens broken to nearest 50 kPa, 50 ± 1°C for 48h 4970 kPa
Thermal stability ratio 96

Test 3 of 4

DIME Test ID: 2019-02-27-1-3
Test Method: CTM 527-February 2014: Method of Test for Expansion in Water and Contraction in Air of Portland Cement Mortar
Verified Date: 05/11/2022
Date Tested: 03/25/2019
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: complies
Additional Comments When Verified:
Average change in length in water 0.00 %
Average change in length in air 0.01 %

Test 4 of 4

DIME Test ID: 2019-02-27-1-4
Test Method: ASTM C1038-14b: Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water (Cement Mortar Bars)
Verified Date: 05/11/2022
Date Tested: 03/26/2019
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: An unrecoverable error was made taking measurements for Specimen C. To keep the final result correct, 0 is entered as the initial value and the final value is the average of the other three values.
Test Result Compliance:
Additional Comments When Verified:
Specimen A Initial measurement at 24 hours 0.2546 in
Specimen B Initial measurement at 24 hours 0.2578 in
Specimen C Initial measurement at 24 hours 0 in
Specimen D Initial measurement at 24 hours 0.2399 in
Specimen A Final measurement at 14 days 0.255 in
Specimen B Final measurement at 14 days 0.2583 in
Specimen C Final measurement at 14 days 0.00047 in
Specimen D Final measurement at 14 days 0.2404 in
The average length of change of the four specimens 0.047 %