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: 2023-09-05-24
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: 09/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2023
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: CM235361
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Nippon Slag
DIME Test ID: 2023-09-05-24-1
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 04/25/2024
Date Tested: 10/26/2023
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)
|
0.1 %
|
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
99.9 %
|
DIME Test ID: 2023-09-05-24-2
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 04/25/2024
Date Tested: 10/26/2023
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
|
133 seconds
|
|
Fineness
|
4567 cm^2/g
|
DIME Test ID: 2023-09-05-24-3
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 04/25/2024
Date Tested: 12/14/2023
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
|
2.945
|
|
Water Content
|
236
|
|
The amount of flow (In percent)
|
91 %
|
|
The amount of water used (In percent)
|
67.43 %
|
|
Net Weight of Sample
|
866.3 grams
|
|
Air Content
|
4 %
|
DIME Test ID: 2023-09-05-24-4
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 04/25/2024
Date Tested: 10/26/2023
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
|
2.945 g/cm^3
|
DIME Test ID: 2023-09-05-24-5
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 04/25/2024
Date Tested: 12/12/2023
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 1 was eliminated from the average for being outside allowable limits per 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
|
102.00 %
|
|
The amount of water used
|
47.6 %
|
|
Compressive strength of 1st specimen
|
4531 psi
|
|
Compressive strength of 2nd specimen
|
5531 psi
|
|
Compressive strength of 3rd specimen
|
5532 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
5530 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4330 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
128 %
|
DIME Test ID: 2023-09-05-24-6
Test Method: ASTM C109-21: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
Verified Date: 04/25/2024
Date Tested: 01/02/2024
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 1 was eliminated from the average for being outside allowable limits per ASTM C109
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
|
102.00 %
|
|
The amount of water used
|
47.6 %
|
|
Compressive strength of 1st specimen
|
7411 psi
|
|
Compressive strength of 2nd specimen
|
6113 psi
|
|
Compressive strength of 3rd specimen
|
5936 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
6020 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
4720 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
128 %
|
