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: 2021-08-30-9
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: 08/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2021
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: CM215153
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
DIME Test ID: 2021-08-30-9-2
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: 11/02/2021
Date Tested: 10/11/2021
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 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
|
115 %
|
The amount of water used
|
48.0 %
|
Compressive strength of 1st specimen
|
5204 psi
|
Compressive strength of 2nd specimen
|
4970 psi
|
Compressive strength of 3rd specimen
|
4876 psi
|
Average Compressive strength (to nearest 10 psi)
|
5020 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
4610 psi
|
Strength Activity Index of Portland Cement per ASTM C109
|
109 %
|
DIME Test ID: 2021-08-30-9-3
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: 11/02/2021
Date Tested: 11/01/2021
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 test -- Specimen 2 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
|
28 days
|
The amount of flow
|
115 %
|
The amount of water used
|
48.0 %
|
Compressive strength of 1st specimen
|
6868 psi
|
Compressive strength of 2nd specimen
|
7502 psi
|
Compressive strength of 3rd specimen
|
7063 psi
|
Average Compressive strength (to nearest 10 psi)
|
6970 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
5470 psi
|
Strength Activity Index of Portland Cement per ASTM C109
|
127 %
|
DIME Test ID: 2021-08-30-9-4
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 11/02/2021
Date Tested: 10/01/2021
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
|
2.933
|
Water Content
|
253
|
The amount of flow (In percent)
|
92 %
|
The amount of water used (In percent)
|
72.29 %
|
Net Weight of Sample
|
867.8 grams
|
Air Content
|
2 %
|
DIME Test ID: 2021-08-30-9-5
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 11/02/2021
Date Tested: 10/01/2021
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)
|
0.5 %
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
99.5 %
|
DIME Test ID: 2021-08-30-9-6
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 11/02/2021
Date Tested: 09/21/2021
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
|
2.933 g/cm^3
|
DIME Test ID: 2021-08-30-9-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 11/02/2021
Date Tested: 10/07/2021
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
|
122 seconds
|
Fineness
|
4374 cm^2/g
|