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: 2018-12-06-3
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: 12/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type II/V
From where was the sample collected: Source
Laboratory sample identification: CM195907
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SMRG
DIME Test ID: 2018-12-06-3-2
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: 01/08/2021
Date Tested: 03/15/2019
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: 3 day test -- Specimen 1 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?
|
no
|
Age of specimen
|
3 days
|
The amount of flow
|
no data %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
3518 psi
|
Compressive strength of 2nd specimen
|
3743 psi
|
Compressive strength of 3rd specimen
|
3859 psi
|
Average Compressive strength (to nearest 10 psi)
|
3800 psi
|
DIME Test ID: 2018-12-06-3-3
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: 01/08/2021
Date Tested: 03/19/2019
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?
|
no
|
Age of specimen
|
7 days
|
The amount of flow
|
no data %
|
The amount of water used
|
359.0 %
|
Compressive strength of 1st specimen
|
4780 psi
|
Compressive strength of 2nd specimen
|
4600 psi
|
Compressive strength of 3rd specimen
|
4510 psi
|
Average Compressive strength (to nearest 10 psi)
|
4630 psi
|
DIME Test ID: 2018-12-06-3-4
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: 01/08/2021
Date Tested: 04/09/2019
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 breaks outside 2 cube allowable limits per Section 12 of 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
|
no data %
|
The amount of water used
|
48.5 %
|
Compressive strength of 1st specimen
|
5945 psi
|
Compressive strength of 2nd specimen
|
5433 psi
|
Compressive strength of 3rd specimen
|
0 psi
|
Average Compressive strength (to nearest 10 psi)
|
0 psi
|
DIME Test ID: 2018-12-06-3-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 01/08/2021
Date Tested: 12/12/2018
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
|
3.15
|
Water Content
|
242 mL
|
The amount of flow (In percent)
|
88 %
|
The amount of water used (In percent)
|
69 %
|
Net Weight of Sample
|
839.3 grams
|
Air Content
|
7 %
|
DIME Test ID: 2018-12-06-3-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 01/08/2021
Date Tested: 12/14/2018
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:
Type of Water Used
|
Type III grade reagent water
|
Time in minutes of last penetration greater than 25mm (E)
|
149 min
|
Time in minutes of first penetration less than 25mm (H)
|
150 min
|
Penetration reading at time E
|
26 mm
|
Penetration reading at time H
|
25 mm
|
Initial time of setting
|
150 min
|
Final time of setting
|
no data
|
Method Used
|
Test Method A
|
DIME Test ID: 2018-12-06-3-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 01/08/2021
Date Tested: 12/06/2018
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:
Test Result Compliance: complies
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
114 seconds
|
Fineness
|
4298 cm^2/g
|