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Sample Record for 2021-03-04-16

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: 2021-03-04-16
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: 03/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/04/2021
The quantity of what the sample constitutes: 1 box
A brief description of the sample: Blended cement
From where was the sample collected: Supplier
Laboratory sample identification: CM218088
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCRL

Material Information

Brand: CCRL
Mill: Blended Cement 88
Type of Cementitious Material: Blended Cement

Test Results

Test 1 of 9

DIME Test ID: 2021-03-04-16-2
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: 04/16/2021
Date Tested: 03/22/2021
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 test @ 15:50
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow 111.00 %
The amount of water used 44.6 %
Compressive strength of 1st specimen 3715 psi
Compressive strength of 2nd specimen no data
Compressive strength of 3rd specimen no data
Average Compressive strength (to nearest 10 psi) no data

Test 2 of 9

DIME Test ID: 2021-03-04-16-3
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: 04/16/2021
Date Tested: 03/26/2021
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 test @ 15:50
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow 111.00 %
The amount of water used 44.6 %
Compressive strength of 1st specimen no data
Compressive strength of 2nd specimen 4418 psi
Compressive strength of 3rd specimen no data
Average Compressive strength (to nearest 10 psi) no data

Test 3 of 9

DIME Test ID: 2021-03-04-16-4
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: 04/16/2021
Date Tested: 04/16/2021
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 test @ 15:50
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311? no
The amount of flow 111.00 %
The amount of water used 44.6 %
Compressive strength of 1st specimen 6562 psi
Compressive strength of 2nd specimen no data
Compressive strength of 3rd specimen no data
Average Compressive strength (to nearest 10 psi) no data

Test 4 of 9

DIME Test ID: 2021-03-04-16-5
Test Method: ASTM C151-15: Standard Test Method for Autoclave Expansion of Hydraulic Cement
Verified Date: 04/16/2021
Date Tested: 04/15/2021
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: Autoclave failed to maintain full pressure throughout the test. Test may not be valid
Test Result Compliance:
Additional Comments When Verified:
Initial length of specimen 0.2795
Final length of specimen 0.2638
Change in length of specimen(In percent) -0.16 %
Gauge Length 10

Test 5 of 9

DIME Test ID: 2021-03-04-16-6
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 04/16/2021
Date Tested: 04/08/2021
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 2.947
Water Content 215
The amount of flow (In percent) 82 %
The amount of water used (In percent) 61.43 %
Net Weight of Sample 833.1 grams
Air Content 9 %

Test 6 of 9

DIME Test ID: 2021-03-04-16-7
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: 04/16/2021
Date Tested: 04/14/2021
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:
Mass of Water 164 g
Mass of Dry Cement 650 g
Water required for normal consistency 25.5 %

Test 7 of 9

DIME Test ID: 2021-03-04-16-8
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 04/16/2021
Date Tested: 04/07/2021
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 2.947 g/cm^3

Test 8 of 9

DIME Test ID: 2021-03-04-16-9
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 04/16/2021
Date Tested: 04/14/2021
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:
Type of Water Used Type IV grade reagent water
Initial time of setting 180 min
Final time of setting 325 min

Test 9 of 9

DIME Test ID: 2021-03-04-16-10
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 04/16/2021
Date Tested: 04/15/2021
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:
Method Used Test Method A
Test Time 120 seconds
Fineness 4680 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.