Print Report | Back to Sample Detail

Sample Record for 2020-07-15-14

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

Project Information

Project ID: 8801 DEA: AML-CEM EFIS: AML-CEM QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for Cementitious Materials for use in Concrete Authorized Material List (AML)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-15-14
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: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 07/15/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2020
The quantity of what the sample constitutes: 1 Bag
A brief description of the sample: Type II/V
From where was the sample collected: Source
Laboratory sample identification: CM205034
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND

Material Information

Brand: Cal Portland
Mill: Rillito Type II V
Type of Cementitious Material: Type II/V Cement
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2020-07-15-14-2
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: 06/23/2021
Date Tested: 09/04/2020
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: Specimen 2 break was outside allowable range per Section 13 of ASTM C109-16. Correct average compressive strength is 3660 PSI.
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 no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 3683 psi
Compressive strength of 2nd specimen 3135 psi
Compressive strength of 3rd specimen 3638 psi
Average Compressive strength (to nearest 10 psi) 3660 psi

Test 2 of 6

DIME Test ID: 2020-07-15-14-3
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: 06/23/2021
Date Tested: 09/08/2020
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: Specimen 3 break was outside allowable range per Section 13 of ASTM C109-16. Correct average compressive strength is 4440 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Age of specimen 7 days
The amount of flow no data %
The amount of water used 48.5 %
Compressive strength of 1st specimen 4325 psi
Compressive strength of 2nd specimen 4545 psi
Compressive strength of 3rd specimen 4087 psi
Average Compressive strength (to nearest 10 psi) 4440 psi

Test 3 of 6

DIME Test ID: 2020-07-15-14-4
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: 06/23/2021
Date Tested: 09/25/2020
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 24 days
The amount of flow 110 %
The amount of water used 48.5 %
Compressive strength of 1st specimen 5246 psi
Compressive strength of 2nd specimen 4848 psi
Compressive strength of 3rd specimen 5109 psi
Average Compressive strength (to nearest 10 psi) 5070 psi

Test 4 of 6

DIME Test ID: 2020-07-15-14-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 06/23/2021
Date Tested: 08/17/2020
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:
Specific gravity 3.15
Water Content 237
The amount of flow (In percent) 93 %
The amount of water used (In percent) 67.71 %
Net Weight of Sample 854.3 grams
Air Content 5.8 %

Test 5 of 6

DIME Test ID: 2020-07-15-14-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 06/23/2021
Date Tested: 08/07/2020
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:
Type of Water Used Type IV grade reagent water
Initial time of setting 110 min
Final time of setting no data

Test 6 of 6

DIME Test ID: 2020-07-15-14-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 06/23/2021
Date Tested: 07/30/2020
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:
Method Used Test Method A
Test Time 127 seconds
Fineness 4537 cm^2/g