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: 2024-01-10-78
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: Authorization
Type of Material: Cementitious
Sample Taken Date: 01/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/08/2024
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Blended cement (PLC)
From where was the sample collected: Source
Laboratory sample identification: CM245407
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Lafarge Exshaw IL (13)
DIME Test ID: 2024-01-10-78-1
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: 07/12/2024
Date Tested: 05/23/2024
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 2 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?
|
no
|
Age of specimen
|
3 days
|
The amount of flow
|
110.00 %
|
The amount of water used
|
48.4 %
|
Compressive strength of 1st specimen
|
4371 psi
|
Compressive strength of 2nd specimen
|
3972 psi
|
Compressive strength of 3rd specimen
|
4191 psi
|
Average Compressive strength (to nearest 10 psi)
|
4280 psi
|
DIME Test ID: 2024-01-10-78-2
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: 07/12/2024
Date Tested: 05/28/2024
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: 8 day
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Age of specimen
|
8 days
|
The amount of flow
|
110.00 %
|
The amount of water used
|
48.4 %
|
Compressive strength of 1st specimen
|
4577 psi
|
Compressive strength of 2nd specimen
|
4601 psi
|
Compressive strength of 3rd specimen
|
4599 psi
|
Average Compressive strength (to nearest 10 psi)
|
4590 psi
|
DIME Test ID: 2024-01-10-78-3
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: 07/12/2024
Date Tested: 06/17/2024
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 3 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?
|
no
|
Age of specimen
|
28 days
|
The amount of flow
|
110.00 %
|
The amount of water used
|
48.4 %
|
Compressive strength of 1st specimen
|
5951 psi
|
Compressive strength of 2nd specimen
|
5768 psi
|
Compressive strength of 3rd specimen
|
5430 psi
|
Average Compressive strength (to nearest 10 psi)
|
5860 psi
|
DIME Test ID: 2024-01-10-78-4
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 07/12/2024
Date Tested: 06/25/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Specific gravity
|
3.068
|
Water Content
|
238
|
The amount of flow (In percent)
|
90 %
|
The amount of water used (In percent)
|
68.00 %
|
Net Weight of Sample
|
839.2 grams
|
Air Content
|
7 %
|
DIME Test ID: 2024-01-10-78-5
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: 07/12/2024
Date Tested: 06/19/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Mass of Water
|
172 g
|
Mass of Dry Cement
|
650 g
|
Water required for normal consistency
|
26.50 %
|
DIME Test ID: 2024-01-10-78-6
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 07/12/2024
Date Tested: 06/11/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Density of hydraulic cement
|
3.068 g/cm^3
|
DIME Test ID: 2024-01-10-78-7
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 07/12/2024
Date Tested: 06/19/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Type of Water Used
|
Type IV grade reagent water
|
Initial time of setting
|
125 min
|
Final time of setting
|
no data
|
DIME Test ID: 2024-01-10-78-8
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 07/12/2024
Date Tested: 06/13/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
124 seconds
|
Fineness
|
4419 cm^2/g
|
DIME Test ID: 2024-01-10-78-9
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 07/12/2024
Date Tested: 06/07/2024
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:
Test Result Compliance:
Additional Comments When Verified:
Corrected residue, % (Rc)
|
0.3 %
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
99.7 %
|