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Sample Record for 2017-01-09-6

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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: 2017-01-09-6
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: 01/09/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2017
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Slag Cement NewCem
From where was the sample collected: Source
Laboratory sample identification: CM175705
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: LaFarge

Material Information

Brand: LaFarge
Mill: Seattle
Type of Cementitious Material: Slag Cement

Test Results

Test 1 of 6

DIME Test ID: 2017-01-09-6-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 07/17/2018
Date Tested: 02/09/2017
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 12:40 PM
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Compressive strength of 1st specimen (psi) 3411 psi
Compressive strength of 2nd specimen (psi) 3161 psi
Compressive strength of 3rd specimen (psi) 2886 psi
Average Compressive strength (to nearest 10 psi) 3150 psi
Average Compressive strength (to nearest 10 psi) control group 3940 psi
Strength Activity Index of Portland Cement per ASTM C311 80

Test 2 of 6

DIME Test ID: 2017-01-09-6-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 07/17/2018
Date Tested: 03/02/2017
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 12:40 PM
Test Result Compliance: complies
Additional Comments When Verified:
Will control cubes be used per ASTM C311? yes
Compressive strength of 1st specimen (psi) 5390 psi
Compressive strength of 2nd specimen (psi) 5633 psi
Compressive strength of 3rd specimen (psi) 5741 psi
Average Compressive strength (to nearest 10 psi) 5590 psi
Average Compressive strength (to nearest 10 psi) control group 5190 psi
Strength Activity Index of Portland Cement per ASTM C311 108

Test 3 of 6

DIME Test ID: 2017-01-09-6-4
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 07/17/2018
Date Tested: 03/27/2017
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: SLAG
Test Result Compliance: complies
Additional Comments When Verified:
Density of hydraulic cement 2.835 g/cm^3

Test 4 of 6

DIME Test ID: 2017-01-09-6-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 07/17/2018
Date Tested: 02/01/2017
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: SLAG
Test Result Compliance: complies
Additional Comments When Verified:
Specific gravity 2.835
Water Content 248 mL
The amount of flow (In percent) 95 %
The amount of water used (In percent) 70.86 %
Net Weight of Sample 840.2 grams
Air Content 5 %

Test 5 of 6

DIME Test ID: 2017-01-09-6-6
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 07/17/2018
Date Tested: 02/09/2017
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: SLAG
Test Result Compliance: complies
Additional Comments When Verified:
Method Used Test Method A
Test Time 114 seconds
Fineness 4734 cm^2/g

Test 6 of 6

DIME Test ID: 2017-01-09-6-7
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 07/17/2018
Date Tested: 01/17/2017
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: SLAG
Test Result Compliance: complies
Additional Comments When Verified:
Corrected residue, % (Rc) 3.9 %
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325) 96.1 %

Tests Assigned to this Sample

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