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Sample Record for 2022-01-21-15

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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: 2022-01-21-15
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: Proficiency
Type of Material: Cementitious
Sample Taken Date: 01/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/21/2022
The quantity of what the sample constitutes: 1 sample
A brief description of the sample: Portland Cement
From where was the sample collected: Manufacturer
Laboratory sample identification: CM228224
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL Portland 224

Material Information

Brand: CCRL
Mill: CCRL
Type of Cementitious Material: Type II Cement
Test results on following page(s): 12

Test Results

Test 1 of 12

DIME Test ID: 2022-01-21-15-2
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: 03/17/2022
Date Tested: 02/04/2022
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 108 %
The amount of water used 48.5 %
Compressive strength of 1st specimen 3649 psi
Compressive strength of 2nd specimen 3587 psi
Compressive strength of 3rd specimen 3731 psi
Average Compressive strength (to nearest 10 psi) 3660 psi

Test 2 of 12

DIME Test ID: 2022-01-21-15-3
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: 03/17/2022
Date Tested: 02/08/2022
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 7 days
The amount of flow 108 %
The amount of water used 48.5 %
Compressive strength of 1st specimen 4841 psi
Compressive strength of 2nd specimen 4797 psi
Compressive strength of 3rd specimen 4855 psi
Average Compressive strength (to nearest 10 psi) 4830 psi

Test 3 of 12

DIME Test ID: 2022-01-21-15-4
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: 03/17/2022
Date Tested: 03/01/2022
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 28 days
The amount of flow 108 %
The amount of water used 48.5 %
Compressive strength of 1st specimen 6012 psi
Compressive strength of 2nd specimen 6117 psi
Compressive strength of 3rd specimen 6430 psi
Average Compressive strength (to nearest 10 psi) 6190 psi

Test 4 of 12

DIME Test ID: 2022-01-21-15-5
Test Method: ASTM C1038-14b: Standard Test Method for Expansion of Hydraulic Cement Mortar Bars Stored in Water (Cement Mortar Bars)
Verified Date: 03/17/2022
Date Tested: 03/09/2022
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:
Specimen A Initial measurement at 24 hours 0.2073 in
Specimen B Initial measurement at 24 hours 0.1751 in
Specimen C Initial measurement at 24 hours 0.1902 in
Specimen D Initial measurement at 24 hours 0.1818 in
Specimen A Final measurement at 14 days 0.208 in
Specimen B Final measurement at 14 days 0.1757 in
Specimen C Final measurement at 14 days 0.1908 in
Specimen D Final measurement at 14 days 0.1824 in
The average length of change of the four specimens 0.006 %

Test 5 of 12

DIME Test ID: 2022-01-21-15-6
Test Method: ASTM C151-15: Standard Test Method for Autoclave Expansion of Hydraulic Cement
Verified Date: 03/17/2022
Date Tested: 03/16/2022
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:
Initial length of specimen 0.2325
Final length of specimen 0.233
Change in length of specimen(In percent) 0.01 %
Gauge Length 10

Test 6 of 12

DIME Test ID: 2022-01-21-15-7
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/17/2022
Date Tested: 03/07/2022
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 3.185
Water Content 242
The amount of flow (In percent) 86 %
The amount of water used (In percent) 69.14 %
Net Weight of Sample 830.4 grams
Air Content 8 %

Test 7 of 12

DIME Test ID: 2022-01-21-15-8
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 03/17/2022
Date Tested: 01/31/2022
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:
Density of hydraulic cement 3.185 g/cm^3

Test 8 of 12

DIME Test ID: 2022-01-21-15-9
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/17/2022
Date Tested: 03/15/2022
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 125 min
Final time of setting 270 min

Test 9 of 12

DIME Test ID: 2022-01-21-15-10
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/17/2022
Date Tested: 03/17/2022
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 102 seconds
Fineness 4002 cm^2/g

Test 10 of 12

DIME Test ID: 2022-01-21-15-11
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/17/2022
Date Tested: 03/17/2022
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:
Corrected residue, % (Rc) 1.9 %
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325) 98.1 %

Test 11 of 12

DIME Test ID: 2022-01-21-15-12
Test Method: ASTM C451-13: Standard Test Method for Early Stiffening of Hydraulic Cement (Paste Method)
Verified Date: 03/17/2022
Date Tested: 03/16/2022
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:
Percent final penetration 67 %

Test 12 of 12

DIME Test ID: 2022-01-21-15-13
Test Method: ASTM C266-15: Standard Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Needles
Verified Date: 03/17/2022
Date Tested: 03/15/2022
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:
Initial time of setting 180 min
Final time of setting 270 min