Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-04-27-8
TL Number from the TL Form: Unknown
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: 04/27/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/27/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Slag Cement NewCem
From where was the sample collected: Source
Laboratory sample identification: CM185805
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: New Cem Slag
DIME Test ID: 2018-04-27-8-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2019
Date Tested: 05/16/2018
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 Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
2977 psi
|
Compressive strength of 2nd specimen (psi)
|
3020 psi
|
Compressive strength of 3rd specimen (psi)
|
3000 psi
|
Average Compressive strength (to nearest 10 psi)
|
3000 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
3590 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
84
|
DIME Test ID: 2018-04-27-8-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 01/22/2019
Date Tested: 06/06/2018
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 Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
yes
|
Compressive strength of 1st specimen (psi)
|
4434 psi
|
Compressive strength of 2nd specimen (psi)
|
4646 psi
|
Compressive strength of 3rd specimen (psi)
|
4770 psi
|
Average Compressive strength (to nearest 10 psi)
|
4620 psi
|
Average Compressive strength (to nearest 10 psi) control group
|
5080 psi
|
Strength Activity Index of Portland Cement per ASTM C311
|
91
|
DIME Test ID: 2018-04-27-8-4
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 01/22/2019
Date Tested: 06/13/2018
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
|
2.822
|
Water Content
|
242
|
The amount of flow (In percent)
|
90 %
|
The amount of water used (In percent)
|
69.14 %
|
Net Weight of Sample
|
828.0 grams
|
Air Content
|
7 %
|
DIME Test ID: 2018-04-27-8-5
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 01/22/2019
Date Tested: 07/26/2018
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: not applicable
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
159 seconds
|
Fineness
|
5667 cm^2/g
|
DIME Test ID: 2018-04-27-8-7
Test Method: ASTM C188-15: Standard Test Method for Density of Hydraulic Cement
Verified Date: 01/22/2019
Date Tested: 06/14/2018
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
|
2.822 g/cm^3
|
DIME Test ID: 2018-04-27-8-8
Test Method: ASTM C430-8: Standard Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
Verified Date: 01/22/2019
Date Tested: 05/15/2018
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)
|
5.3 %
|
Fineness of the cement as the corrected percentage passing the 45 micrometers sieve (No. 325)
|
94.7 %
|