Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-12-05-43
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: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 12/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/05/2022
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Slag Cement
From where was the sample collected: Source
Laboratory sample identification: CM225283
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Nippon Slag
DIME Test ID: 2022-12-05-43-1
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: 02/08/2023
Date Tested: 01/18/2023
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: Specimen 3 was eliminated from the average for being outside allowable limits per Section 12 of ASTM C109
Test Result Compliance:
Additional Comments When Verified:
|
Will control cubes be used per ASTM C311?
|
yes
|
|
Age of specimen
|
7 days
|
|
The amount of flow
|
104 %
|
|
The amount of water used
|
47.8 %
|
|
Compressive strength of 1st specimen
|
5335 psi
|
|
Compressive strength of 2nd specimen
|
5063 psi
|
|
Compressive strength of 3rd specimen
|
4634 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5200 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4220 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
123 %
|
DIME Test ID: 2022-12-05-43-2
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: 02/08/2023
Date Tested: 02/08/2023
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?
|
yes
|
|
Age of specimen
|
28 days
|
|
The amount of flow
|
104 %
|
|
The amount of water used
|
47.8 %
|
|
Compressive strength of 1st specimen
|
7095 psi
|
|
Compressive strength of 2nd specimen
|
7303 psi
|
|
Compressive strength of 3rd specimen
|
6777 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
7060 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
5150 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
137 %
|
DIME Test ID: 2022-12-05-43-3
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 02/08/2023
Date Tested: 01/11/2023
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
|
2.926
|
|
Water Content
|
240
|
|
The amount of flow (In percent)
|
95 %
|
|
The amount of water used (In percent)
|
68.57 %
|
|
Net Weight of Sample
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869.4 grams
|
|
Air Content
|
3 %
|
DIME Test ID: 2022-12-05-43-4
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 02/08/2023
Date Tested: 02/01/2023
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
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115 seconds
|
|
Fineness
|
4256 cm^2/g
|
DIME Test ID: 2022-12-05-43-5
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 02/08/2023
Date Tested: 02/01/2023
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)
|
0.4 %
|
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
99.6 %
|
DIME Test ID: 2022-12-05-43-6
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 02/08/2023
Date Tested: 01/10/2023
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
|
2.926 g/cm^3
|
