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Sample Record for 2017-08-07-5

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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: 2017-08-07-5
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: 08/07/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2017
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II/V extra, low alkali
From where was the sample collected: Source
Laboratory sample identification: CM175730
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland

Material Information

Brand: Cal Portland
Mill: Rillito Type II V Extra
Type of Cementitious Material: Type II/V Cement

Test Results

Test 1 of 6

DIME Test ID: 2017-08-07-5-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 08/08/2018
Date Tested: 09/01/2017
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: 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) 4495.25 psi
Compressive strength of 2nd specimen (psi) 4985.75 psi
Compressive strength of 3rd specimen (psi) 4864.5 psi
Average Compressive strength (to nearest 10 psi) 4780 psi

Test 2 of 6

DIME Test ID: 2017-08-07-5-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 08/08/2018
Date Tested: 09/05/2017
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
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 5102 psi
Compressive strength of 2nd specimen (psi) 5294 psi
Compressive strength of 3rd specimen (psi) 5652 psi
Average Compressive strength (to nearest 10 psi) 5350 psi

Test 3 of 6

DIME Test ID: 2017-08-07-5-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 08/08/2018
Date Tested: 09/26/2017
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
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
Compressive strength of 1st specimen (psi) 6023 psi
Compressive strength of 2nd specimen (psi) 5672 psi
Compressive strength of 3rd specimen (psi) 6788 psi
Average Compressive strength (to nearest 10 psi) 6160 psi

Test 4 of 6

DIME Test ID: 2017-08-07-5-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 08/08/2018
Date Tested: 08/25/2017
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:
Test Result Compliance:
Additional Comments When Verified:
Specific gravity 3.15
Water Content 248 mL
The amount of flow (In percent) 85 %
The amount of water used (In percent) 70.9 %
Net Weight of Sample 1570.1 grams
Air Content 6.15 %

Test 5 of 6

DIME Test ID: 2017-08-07-5-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 08/08/2018
Date Tested: 09/06/2017
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:
Test Result Compliance:
Additional Comments When Verified:
Type of Water Used Type III grade reagent water
Time in minutes of last penetration greater than 25mm (E) 120 min
Time in minutes of first penetration less than 25mm (H) 135 min
Penetration reading at time E 27 mm
Penetration reading at time H 5 mm
Initial time of setting 121 min
Final time of setting 0 min
Method Used Test Method A

Test 6 of 6

DIME Test ID: 2017-08-07-5-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 08/08/2018
Date Tested: 09/26/2017
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:
Test Result Compliance:
Additional Comments When Verified:
Method Used Test Method A
Test Time 269 seconds
Fineness 5546 cm^2/g

Tests Assigned to this Sample

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