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: 2025-09-03-46
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: 09/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
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: CM2555B7
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland Slag Cement Nippon Steel Grade 100
DIME Test ID: 2025-09-03-46-1
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 02/27/2026
Date Tested: 11/08/2025
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)
|
no data0 %
|
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
100 %
|
DIME Test ID: 2025-09-03-46-2
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 02/27/2026
Date Tested: 11/10/2025
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
|
101 seconds
|
|
Fineness
|
3600 cm^2/g
|
DIME Test ID: 2025-09-03-46-3
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 02/27/2026
Date Tested: 11/10/2025
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
|
2.96
|
|
Water Content
|
233
|
|
The amount of flow (In percent)
|
94 %
|
|
The amount of water used (In percent)
|
66.6 %
|
|
Net Weight of Sample
|
850.80 grams
|
|
Air Content
|
6 %
|
DIME Test ID: 2025-09-03-46-4
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 02/27/2026
Date Tested: 11/10/2025
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
|
2.96 g/cm^3
|
DIME Test ID: 2025-09-03-46-5
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: 02/27/2026
Date Tested: 10/17/2025
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
|
7 days
|
|
The amount of flow
|
107 %
|
|
The amount of water used
|
99 %
|
|
Compressive strength of 1st specimen
|
3550 psi
|
|
Compressive strength of 2nd specimen
|
3560 psi
|
|
Compressive strength of 3rd specimen
|
3450 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
3520 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
3120 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
113 %
|
DIME Test ID: 2025-09-03-46-6
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: 02/27/2026
Date Tested: 11/07/2025
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
|
107 %
|
|
The amount of water used
|
99 %
|
|
Compressive strength of 1st specimen
|
4740 psi
|
|
Compressive strength of 2nd specimen
|
4590 psi
|
|
Compressive strength of 3rd specimen
|
4660 psi
|
|
Average Compressive strength (to nearest 10 psi)
|
4660 psi
|
|
Average Compressive strength (to nearest 10 psi) control group
|
3870 psi
|
|
Strength Activity Index of Portland Cement per ASTM C109
|
120 %
|
