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Sample Record for 2017-03-06-8

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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: 2017-03-06-8
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: Proficiency
Type of Material: Cementitious
Sample Taken Date: 03/06/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2017
The quantity of what the sample constitutes: 7800 Grams
A brief description of the sample: CCRL 080
From where was the sample collected: Other
Laboratory sample identification: CM178080
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL

Material Information

Brand: CCRL
Mill: CCRL
Type of Cementitious Material: Blended Cement

Test Results

Test 1 of 10

DIME Test ID: 2017-03-06-8-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 03/17/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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: 3 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 2922 psi
Compressive strength of 2nd specimen (psi) 3447 psi
Compressive strength of 3rd specimen (psi) 3444 psi
Average Compressive strength (to nearest 10 psi) 3270 psi

Test 2 of 10

DIME Test ID: 2017-03-06-8-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 03/21/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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? no
Compressive strength of 1st specimen (psi) 3777 psi
Compressive strength of 2nd specimen (psi) 4071 psi
Compressive strength of 3rd specimen (psi) 3933 psi
Average Compressive strength (to nearest 10 psi) 3930 psi

Test 3 of 10

DIME Test ID: 2017-03-06-8-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 04/11/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 5670 psi
Compressive strength of 2nd specimen (psi) 5071 psi
Compressive strength of 3rd specimen (psi) 4746 psi
Average Compressive strength (to nearest 10 psi) 5160 psi

Test 4 of 10

DIME Test ID: 2017-03-06-8-5
Test Method: ASTM C187-16: Standard Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste (Water Normal Consistency)
Verified Date: 03/22/2019
Date Tested: 03/24/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Mass of Water 166 g
Mass of Dry Cement 650 g
Water required for normal consistency 26.0 %

Test 5 of 10

DIME Test ID: 2017-03-06-8-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/22/2019
Date Tested: 04/03/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Type of Water Used Type IV grade reagent water
Initial time of setting 121 min
Final time of setting 240 min

Test 6 of 10

DIME Test ID: 2017-03-06-8-7
Test Method: ASTM C151-15: Standard Test Method for Autoclave Expansion of Hydraulic Cement
Verified Date: 03/22/2019
Date Tested: 04/11/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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:
Change in length of specimen(In percent) -0.073 %

Test 7 of 10

DIME Test ID: 2017-03-06-8-8
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/22/2019
Date Tested: 04/11/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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 2.966
Water Content 228 mL
The amount of flow (In percent) 82 %
The amount of water used (In percent) 65.14 %
Net Weight of Sample 844.6 grams
Air Content 7 %

Test 8 of 10

DIME Test ID: 2017-03-06-8-9
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 03/22/2019
Date Tested: 04/11/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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 2.966 g/cm^3

Test 9 of 10

DIME Test ID: 2017-03-06-8-10
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/22/2019
Date Tested: 04/04/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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: 2.655 gram sample
Test Result Compliance: complies
Additional Comments When Verified:
Method Used Test Method A
Test Time 123 seconds
Fineness 4648 cm^2/g

Test 10 of 10

DIME Test ID: 2017-03-06-8-11
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 03/22/2019
Date Tested: 03/22/2017
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Blvd,
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) 2.76 %
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325) 97.24 %

Tests Assigned to this Sample

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